FY22_Cutler_Tower_Repairs-Part_2_Attachment_A-rev20211222.pdf

Maintenance and Repair of Towers WON: XXXXXXX Cutler, Maine

Small Project Part 2, Attachment A - Page 1 of 12

Small Project Part 2, Attachment A Project-Specific General Requirements

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The following requirements are project specific and may either supplement and/or modify those requirements contained in the body of Part 2, General Requirements, for Small Projects. Paragraph numbers in Part 2 correspond to paragraph numbers used in Part 2, Attachment A.

Paragraph 1 DEFINITIONS

In addition to the definitions outlined in Part 2, the following terms shall have the meaning set forth below:

Navy Technical Representative (NTR): Structural Engineer with expertise in tall towers and communications facilities.

Program Manager (PM): system maintenance program manager and fiscal sponsor.

Primary Point of Contact (P-POC): Design Manager/Project Manager for technical administration, management, coordination, and scheduling aspects of project. Construction Management duties will be handled by a Construction Manager, to be assigned later.

Site Points of Contact (S-POC): Local customer representatives/station personnel for site information, site access coordination, and system modification and outage coordination.

Paragraph 3 POST AWARD KICKOFF MEETING (PAK)

The following is a list of Contracting Officer representatives, Government contract and technical representatives, clients and local contacts to be included in PAK and involved throughout project.

Government Representation

Contracting Officer (KO):

(805) 982-5537 Naval Facilities Engineering and Expeditionary Warfare Center Naval Base Ventura County, Code ACQ72 1100 23rd Avenue, Port Hueneme, CA 93043-4301 theresa.lee1@navy.mil

Contract Specialist (CS):

(805) 982-2373 Naval Facilities Engineering and Expeditionary Warfare Center Naval Base Ventura County, Code ACQ72 1100 23rd Avenue, Port Hueneme, CA 93043-4301 stephen.p.todd.civ@us.navy.mil

NAVFAC EXWC Contracting Officer’s Representative (COR) and Primary Point of Contact (P-

POC):

Bret Gean

(805) 982-4975 Naval Facilities Engineering and Expeditionary Warfare Center, CIOFP3 1100 23rd Ave, Port Hueneme, CA 93043-4333 bret.c.gean.civ@us.navy.mil

NCTAMSLANT Site Point of Contact (S-POC):

mailto:theresa.lee1@navy.mil mailto:stephen.p.todd.civ@us.navy.mil

Small Project Part 2, Attachment A - Page 2 of 12

Daniel Haynes

(207) 259-8303 NCTAMSLANT Det Cutler 175 Ridge Road Cutler, ME 04626-3030 daniel.r.haynes@navy.mil

NAVIFOR Program Manager Point of Contact (PM POC):

Tony Bruner

(757) 203-3216 Naval Information Force (NAVIFOR), N411, Strategic and RF Communications 115 Lake View Pkwy, Suffolk, VA 23435 tony.bruner@navy.mil

NAVFAC Technical Representative(s) (NTR):

Spence Pickett

(805) 982-4236 Naval Facilities Engineering and Expeditionary Warfare Center, CI10 1100 23rd Ave, Port Hueneme CA 93043-4333 evan.s.pickett2.civ@us.navy.mil

NAVFAC Coatings Subject Matter Expert (SME):

Robert Jamond 805-982-1061 Naval Facilities Engineering and Expeditionary Warfare Center, CI9 1100 23rd Ave, Port Hueneme CA 93043-4333 robert.jamond@navy.mil

The Contractor shall notify the Contracting Officer a minimum of fourteen (14) days prior to PAK.

The Contractor shall provide meetings minutes within seven (7) days of meeting. Minutes shall list attendees, summarize meeting discussions and major points and action items. The organization and roles and responsibilities of all of the parties involved in this project shall be discussed at the PAK, as well as other required agenda items.

Paragraph 4 DESIGN

The Contractor (CTR) shall deliver submittals to demonstrate compliance with contract requirements as described and required below and in the other portions of this RFP.

Submit design drawings or sketches, calculations and manufacturer’s data to demonstrate compliance with contract requirements. The Contractor is encouraged to prepare design drawings more like shop drawings to minimize construction submittals.

Provide electronic copies of design and construction submittal packages to the following reviewers on the delivery dates and format indicated below, in Part 2, Paragraphs 7 & 23 and in other portions of this RFP:

Submittals (in complete packages)

Delivery Date Format^

Reviews / No. of Submittals

COR P-POC S-POC

FEAD/

ROICC

NTR

Project Plans

Small Project Part 2, Attachment A - Page 3 of 12

Draft ~ Project Plans:

QC Plan, Safety Plan, Environmental Plan, Work Plan, Rigging Plan, Bracing and Temporary Support Plans, Schedule within 30 days of contract award a or b 1 1 1 1 1

Final ~ Project Plans:

QC Plan, Safety Plan, Environmental Plan, Work Plan, Rigging Plan, Bracing and Temporary Support Plans, Schedule

40 or more days prior to start of construction work at site a or b 1 1 1 1 1

Design Development and Final Design

Design Development:

Repair Design, Coating Design, Drawings, Sketches, Specifications, Data Sheets, Calculations, Schedule

40 or more days prior to start of construction work at site a or b 1 1 1 1 1

Final Design: Repair Design, Coating Design, Drawings, Sketches, Specifications, Data Sheets, Calculations, Schedule

30 or more days prior to start of construction work at site a or b 1 1 1 1 1

Construction

Daily Logs

Weekly for each day contractor is working on site, no later than Monday of the following week a or b 1 1 1 1 0

Final ~ Quality Control Package: As-built Drawings, Cut Sheets, Inspection Reports, Pictures, Engineering Data, Test Results, User Guides within 60 days of completion of work at site a or b 1 1 1 0 1 a - Delivery by e-mail per mutual agreement with COR, except when prohibited by FC 1-300-09N, Navy and Marine Corps Design Procedures b - Delivery by e-mail or restricted web-based site with e-mail notification per mutual agreement with COR, except when prohibited by FC 1-300-09N, Navy and Marine Corps Design Procedures

Small Project Part 2, Attachment A - Page 4 of 12

^ - Electronic files for submittal documents shall be in *.doc or *.pdf format and other design and construction submittals shall be in appropriate format (ex: *.dwg, *.jpg, *.xls) as required in the RFP and as agreed upon with COR.

1. All Project Plans/submittals must be approved by the COR prior to mobilizing to the site.

Project plans are meant to keep all stakeholders fully informed of all events related to the Contractor’s work and its team presence on site and to provide certification of all work procedures before such work begins. The Work Plan shall include a detailed description of the intended work sequence, using drawings and figures to show each step of the work. The necessary equipment, materials, and manpower for each step shall be described. Include details of the proposed means and methods to avoid overloads, protecting components, minimizing contamination, and avoiding damage to towers and systems.

2. Design Development is meant to allow all important stakeholders to influence the design.

Submit all proposed repair, strengthening, coating designs, shop drawings, calculations, and specifications for Government review and approval. Based on appropriate field measurements and testing, drawings shall clearly show actual dimensions, materials, compatibility, and proper fit of the existing and proposed new components. Calculations shall show the basis of design choices for repairs and construction means and methods, such as but not limited to, design loads, sizing of components, determining cut lengths for new cable materials, bracing and temporary supports, the factors of safety against breakage of rigging materials, and local stresses in the tower due to rigging attachments. Particular attention shall be paid to control of all unplanned paint migration do to wind or other weather conditions. The contractor is recommended to consider some version of containment during the full preparation and painting process and to describe such in both the initial proposal and submittal process.

3. Daily logs are meant to help coordinate, communicate, and control daily elements of the work to avoid issues, and assure on-time and on-cost execution of the work.

4. The final design submittal must be professionally signed and sealed by the DOR as one complete package and forwarded to the Contracting Officer for approval by the COR prior to mobilizing to the site and the start of construction. Prepare full design drawings in AutoCAD.

Consult the WBDG for submittal and design preparation requirements at following link:

http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

5. Designer of Record (DOR) must professionally sign and seal the final Quality Control submittal as one complete package. QC Package shall include, but is not limited to, as-built (record) drawings, cut sheets, inspection notes and reports, pictures taken of site and throughout work, engineering data, test results, user guides, and all other pertinent information.

6. Submit Performance Verification and Acceptance Testing required by IBC or this RFP. For any pre-engineered hardware, submit shop drawings showing engineering data and complete as-built drawings.

7. Report Requirements: All reports that have any photos, catalog cuts, O&M manuals, etc.

should use the following format:

a. All photographs contained in this report unless otherwise noted were taken by the contractor. The successful contractor hereby grants permission to the U. S.

Government and its contractors to publish/republish these photos.

b. The successful contractor by acceptance of this contract, grants permission to the U.S. Government and its contractors to publish/republish any non-proprietary submitted material as needed.

http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

Small Project Part 2, Attachment A - Page 5 of 12

c. If Google Earth photos are used, the use of the picture is approved without a statement from Google Earth, but the photo must contain the Google Earth logo.

The photo cannot be edited to the point where the logo is missing.

Paragraph 5 FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS

No work will be planned or performed that endangers personnel safety or the structural integrity of the tower system. Work site may be in a remote enough location that adequate and reliable fire protection and life safety services are not locally available. The Contractor shall be prepared to provide for these services directly.

Tower components (even if grounded and not energized) should always be considered to pose a high voltage, high amperage, and high radiation hazard, unless otherwise instructed by the S- POC. Contractor must be aware of safety issues associated of working in this environment. Most construction work must be done with station off. Nevertheless, personnel can normally perform some work in certain areas around the towers while the station is active. However, long pieces of wire, cranes, and other similar conductive objects of length may pick up induced voltage sufficient to cause an electric shock. This shock is usually only uncomfortable, but may also startle, and thus create unsafe reactions. Work areas must be coordinated with S-POC.

Paragraph 6 QUALITY CONTROL

Document control of the quality of all work, including work to fabricate, transport and install pre-engineered components. Quality Control (QC) documentation is meant to keep a record for quality assurance checking, particularly when a QC issue arises during or after construction.

Perform the following QC work and provide the indicated documentation (as appropriate) to verify and assure good QC practices:

The Superintendent may serve also as the Quality Control Manager on this project.

Inspect the condition, verify the dimension, and document the condition of all existing hardware that will be handled. Immediately report deficiencies to COR via Daily Logs.

Layout all components and ensure proper fit of assemblies prior to shipping to site.

Provide verification that all procured hardware meets the material, manufacturing, and corrosion-protection specifications, as advertised by the hardware distributor.

Inspect, test or otherwise verify that all critical load bearing hardware has load bearing capacity approaching that of the hardware being connected. QC inspector for CTR should visit manufacturing facility(s) and verify that key components meet desired sizing, Small Project Part 2, Attachment A - Page 6 of 12 capacity, and other requirements prior to shipment to the work site. Inform COR of these visits with sufficient notice to allow COR’s decision to attend.

Inspect, test or otherwise verify that all jumpers and other electrical connecting hardware have electrical current capacity approaching that of the hardware being connected.

Provide copies of the invoices, specifications and user instructions for all procured hardware and equipment.

Provide Daily Logs and pictures of personnel tasking, equipment usage, and issues.

Field testing and inspection requirements in UFGS 09 97 13.25 and associated documentation.

Manufacturing brochures/instructions for all installed equipment, including but not limited to:

o Lighting system o Ladder safety climb system

Accounting of materials and techniques used in concrete repairs per UFC 3-270-04

Special inspection, testing, approvals, certifications, observations as prescribed in Chapter 17 of the IBC are required.

The contractor shall perform the following site-specific subtasks on the applicable tower(s), as specified in part 6:

o Measuring and adjusting tension in the guys o Sampling structural bolts, if needed o Coating Condition Survey (including coating sampling and testing) o Soil sampling and testing for hazardous materials

After the Contractor completes work, coordinate with station personnel to check for proper operation. Quality Assurance issues with the work may arise (or otherwise be revealed) at this time.

Special corona viewing cameras may be used to reveal poor electrical conductivity. The Contractor shall be prepared to address these issues without delay to assure that the towers can become operational on-time as initially scheduled.

Paragraph 7 SUBMITTAL PROCESSING

Provide to the Government submittals as listed in addition to submittals identified in Part 2.

p. Daily Logs of work complete, quality control, and safety

q. Specifications and manufacturer's cut sheets, including but not necessarily limited to:

Paint or coating systems Surface preparation material (blasting grit, etc.)

Concrete grout Concrete patch material Structural member as required Misc steel members as required

Small Project Part 2, Attachment A - Page 7 of 12

Any miscellaneous electrical components as required Bolts, Nuts, Washers Safety Climb system Vibration Dampers Lighting system components including controller, luminaires, cable, connectors

Paragraph 8 SUPERVISION

The Supervisor and Structural Engineer must be fluent in English. The Structural Engineer must be licensed in at least one state of the United States, District of Columbia, Guam, or Puerto Rico.

Both the Supervisor and the Structural Engineer must have demonstrated experience in towers and similar structures to those included in this project. The team of iron workers, riggers, and equipment operators must be in sufficient numbers and have demonstrated skill and experience with tall guyed and self-supporting towers to carry out the tasks safely and reliably.

Qualifications Supervisors and inspectors must have performed inspections and repairs on a minimum of two telecommunications/high towers over 200 feet tall (60 m) in the last five years.

All tower climbers shall be qualified tower climbers experienced in the type of work they are performing. The Safety Plan shall include verification of completion of tower safety and tower rescue training for all tower climbers.

An engineer with a minimum of two years’ experience in design and construction of telecommunications towers over 200 feet tall (60 m) shall be on the contractor's staff. The engineer shall either be on-site during all work or closely monitoring work throughout the project.

If not on-site, Contractor shall have a technically competent member of their staff on-site. The engineer must be able to respond quickly to requests for support and perform site visits within 3 days if necessary.

Protective Coating Inspector (PCI): All inspection or supervision of inspection must be performed by a SSPC QP5 company with a minimum SSPC PCI Level 2 or NACE CIP Level 2 certified inspector. For tower work, the inspector shall be trained, capable of climbing and regularly climb the tower during the coating process to observe the process while underway. A certified coatings inspector must be on site for inspection and testing of cleanliness following surface preparation and for the duration of painting.

The SSPC QP5 company shall work for and report directly to the prime MACC contractor.

Each daily report shall be provided directly to both the prime MACC contractor and the government on a daily basis.

Paragraph 9 SCHEDULE

The construction schedule shall include a Gantt chart showing the expected duration of each significant activity and Critical Path/Earned Value (CPM/EVM) metrics: early start, late start, early finish, late finish, duration, predecessors, and network analysis.

The S-POC may impose additional requirements specific to current site operations. The S-POC is the best source for discussion of scheduling, and close coordination with the S-POC will help minimize scheduling delays. Weather will affect the work schedule.

Several projects will be going on around site, in the vicinity of, and on some structures covered by this RFP during the performance of this project. Contractor shall coordinate with COR, P-POC, S-POC, and other Contractors to accomplish work effectively and efficiently.

Small Project Part 2, Attachment A - Page 8 of 12

Immediately inform the S-POC of any adverse alteration to the tower that may prevent efficient operation. At any time, the CTR’s work may be stopped, and the station returned to operation.

The lead time for such notice will be given at the in-brief. The Contractor is required to immediately inform the COR, and immediately minimize and track costs associated with work stoppage.

Paragraph 10 BUDGET MANAGEMENT

This project requires a Budget Management System be developed and maintained. The Budget Management System shall represent major portions of the work such as structural repairs, site work, painting, and guy replacement. The purpose of budget management is to balance scope and value during critical project design decisions. Update the budget management status at regular intervals during design, at a minimum with design submittals, for review by and discussion with the COR. The final budget management summary shall correspond with the final Schedule of Prices.

Paragraph 11 PRECONSTRUCTION CONFERENCE

Preconstruction Meetings and Briefings

Provide the following on-site briefings, summarizing the briefings and listing the names and phone numbers of all personnel in attendance in the Daily Logs.

In-brief: Meet with S-POC’s leadership immediately upon arrival at site to coordinate visit.

Daily work status brief: As required (or not required) by S-POC.

Weekly Coordination Meetings: Contractor shall hold weekly coordination meetings with station personnel to coordinate Contractor and station work plans.

Out-brief: Meet with S-POC’s leadership immediately prior to any significant departure of CTR from the site to coordinate control and operation of the site.

The Contractor shall notify the Contracting Officer of date, time, and location a minimum of fourteen (14) days prior to the Preconstruction Conference.

Paragraph 13 CONTRACTOR’S PRODUCTION REPORTS

Daily Reports

In addition to requirements in Part 2, Daily Reports, also referred to as “Daily Logs”, shall be generated by the Contractor for each work day while on site performing tower maintenance and repair work. Reports should include location, date, weather conditions, a list of parties present, a summary of work (including photographs), item number of repair work, and other progress information. Quantities of hazardous materials removed or handled each day shall also be indicated. The Contractor shall keep the COR and respective S-POC informed of progress, schedule and any problems encountered.

Daily reports should include quality control reports.

Paragraph 17 EXISTING UNDERGROUND UTILITIES

Cutler has a ground plane and other underground communication lines and utilities. Contractor shall coordinate and verify location and type of all underground lines and utilities. Contractor shall inform S-POC and COR of any work requiring ground disturbance or may affect any underground lines and utilities at PAK, in-brief, and prior to start of work.

Small Project Part 2, Attachment A - Page 9 of 12

Paragraph 18 LICENSES/PERMITS

Contractor is responsible for obtaining all environmental permits and meeting environmental requirements. All environmental permits shall be reviewed and approved by NAVFAC PWD-ME Environmental Division prior to submittal. All communications with regulatory agencies shall be coordinated through NAVFAC PWD-ME Environmental Division.

Paragraph 19 CONTRACTOR WORK SITE

Contractor shall coordinate with S-POC and PWD Maine - Environmental Division about work site restrictions and laydown area(s). Work site and laydown area restrictions are indicated in an attachment to Part 6 of this RFP. Laydown area shall not be located in a wetland area.

Contractor shall limit work around and within any wetland areas or sensitive habitat as identified in the attachment to Part 6. Contractor shall avoid mowing grassland and/or removal of woody vegetation within the work area during the grassland bird nesting season (June through August).

Removal of bird nests from structures shall occur between October 1 and May 1 of any given year. Nests shall be destroyed and disposed of immediately. It is a violation of the Migratory Bird Treaty Act to possess or sell nests of migratory birds. A special federal permit is required to remove nests with eggs, chick, or fledglings. Nest removal shall be coordinated with the NAVFAC PWD-ME Natural Resource Manager.

Several projects will be going on around site, in the vicinity of, and on some structures covered by this RFP during the performance of this project. Contractor shall coordinate with COR, P-POC, S-POC, and other Contractors to accomplish work effectively and efficiently.

Some towers may have fencing or other obstructions around the site, tower base, guy anchors, and/or other structures. If present, fencing may be removed as required, but must be replaced after construction. New fence must be to a level of quality equal to or better than that of the existing fence. Contractor shall take care and coordinate with S-POC about working around obstructions. Pier at station is condemned and cannot be for delivery of materials.

Paragraph 20 TEMPORARY UTILITIES

Access to water and power is limited or not available at most work locations. Contractor is responsible for providing water and power at work site(s). Contractor may coordinate with station to obtain water and power from other locations on-station.

Paragraph 21 ENVIRONMENTAL CONTROLS AND PROTECTION

Submit evidence of completion of the Environmental Compliance Assessment Training and Tracking (ECATTS) program. For more information on ECATTS see UFGS 01 57 19.00 20.

If applicable, the DOR is required to edit and submit UFGS 01 57 19.00 20, Temporary Environmental Controls, and UFGS 01 57 19.01 20, Supplementary Temporary Environmental Controls. The DOR must ensure state and local regulations are met within the edited UFGS section.

If applicable, the DOR is required to edit and submit UFGS 02 82 33.13 20, Removal/Control and Disposal of Paint with Lead and UFGS 02 83 13.00 20, Lead in Construction.

Work shall comply with applicable federal, state and local laws enacted to insure compliance with environmental regulations, including those related to waste management, painting practices, spill prevention and response, and material management.

The contractor shall take appropriate measures to ensure that paint and other materials do not land on vehicles, and to protect vehicles on site from any paint or other materials the contractor is using. It is suggested the contractor provide vehicle covers for each base employee (including

Small Project Part 2, Attachment A - Page 10 of 12 other contractors) or temporary garage-like tent at each of the parking lots where employees and other contractors park personal vehicles. It is emphasized that paint droppings, at height and in wind are capable of traveling a long distance. The contractor shall explain all protective measures planned for both in the submitted plans and during the project kick off meeting.

Paragraph 22 WASTE MANAGEMENT

All usable components and hardware that are reusable and all salvageable materials shall be turned over to local activity at the Contractor’s expense. All unusable components, hardware, trash/waste, etc. shall be disposed of at the Contractor’s expense. Coordinate with the S-POC when determining what shall and shall not be turned over to the Government.

Contractor is responsible for all wastes (e.g., hazardous waste, universal waste, soils, and non-regulated waste) and for properly managing and disposing of wastes generated as part of the work being performed (e.g. paint removal, wash water, paint chips, grouting material, construction debris, etc.). Management and disposal methods must meet environmental regulatory requirements.

Coatings and other materials as well as wastes generated from the project will require sampling and analysis for waste characterization in determining appropriate waste disposal requirements.

Any material/waste sampling and waste handling, storage, and disposal requirements shall be provided by the Contractor in coordination with the local Government field office (PWD Maine) Environmental Division, who will also sign hazardous waste disposal documentation.

Paragraph 23 RECORD DRAWINGS AND OPERATION & MAINTENANCE (O&M) DATA

Provide the Contracting Officer with two (2) CDs or DVDs containing as-built / record drawings (in both pdf and AutoCAD formats) and all construction submittals in addition to submittal requirements in paragraph 4. See FC 1-300-09N and ANSI/TIA-222 for drawing requirements.

As-built / record drawings only need to indicate work done on tower and tower components as part of this task order. Drawings need to indicate components installed or replaced and adjacent or reused components, including member sizes. Indicate areas painted or other corrosion repairs on drawings and include information on coatings applied. Detailed as-built/record drawings of the entire tower are not required, unless contract option(s) are exercised.

As an option, provide full detailed drawings of entire tower(s) indicating its present “as-constructed” existing condition including all maintenance and repairs performed as part of this project. Refer to Part 6 of this RFP for the tower(s) requiring full drawings. Drawings shall be provided in AutoCAD and .pdf format.

The contractor shall in all instances insure that any submitted drawings, shop drawings, record drawings or like, adhere to the following guidelines provided to help avoid the disclosure of sensitive or critical information that must not be included in publically releasable materials. The following guidance is provided to help avoid the disclosure of classified, sensitive or critical information.

Do not identify any command name in any submitted or public submission

Do not identify a command’s mission or the mission supported by a facility

Do not identify the capabilities or vulnerabilities of physical security or antiterrorism protective measure

Do not identify the location of any Sensitive Compartmented Information Facility (SCIF) facility

Do not identify location of a Special Access Program Facility (SAPF) Do not identify Defense Critical Infrastructure

Do not identify the location of Communications Security (COMSEC) Equipment. Any location required shall be identified in a generic and general manner.

Do not identify Take Charge and Move Out (TACAMO) systems or mission

Do not identify Nuclear Command, Control and Communications (NC3) systems or mission

Small Project Part 2, Attachment A - Page 11 of 12

Do not identify Military Strategic and Tactical Relay (MILSTAR) systems or mission

Do not identify Advanced Extremely High Frequency (AEHF) systems or mission

Do not identify Low frequency (LF) or Very low frequency (VLF) transmission systems, missions or identify the specific location or site of LF or VLF systems.

Do not identify purpose or frequency range of antennas or communication systems

Paragraph 26 WORK HOURS, ACCESS AND PASSES

Coordinate all work with available maintenance downtimes (often weekly) and other operational availabilities. The facilities and personnel are actively engaged in high-priority active military communications., Station operational commitments may take precedence over the Contractor’s work. For those towers indicated to be part of the FSBS global system, the contractor’s work may be stopped at any time and the station recalled to full mission operation. For these sites, the contractor shall be prepared to clear any and/or all towers within the project scope of all personnel within a 30 minute window upon notice by either the COR, KO or the site TD. The contractor shall at all times maintain the capability to, upon direction from either the COR, KO or the site TD, derig all tower rigging to the preapproved emergency broadcast arrangement and ground all equipment attached to the tower as approved within a 12 hour window IOT support towers resumption of full mission transmission capability. During the course of construction, the contractor shall keep the COR and the TD appraised of any time when the ability to meet this recall capability is compromised. Further, the contractor shall immediately inform COR and KO of any and all cost impacts associated with an actual work stoppage resulting from this action.

Contractor shall coordinate any site specific access and security requirements with S-POC and local Government field office responsible for site(s). Contractor shall submit NSA CUTLER ACCESS REQUEST FORM (see attached) a minimum of fourteen (14) days prior to the desired access date for all employees and subcontractors. All vehicles are required to have current registration, inspection and proof of insurance for access. For concerns regarding access contact the Base Police at 207-259-8267.

Paragraph 30 GOVERNMENT FURNISHED MATERIAL AND EQUIPMENT

The Contractor is required to provide all equipment and material needed to perform all required work. Contractor shall not expect to utilize on-site staff, equipment, or materials unless specifically indicated otherwise. Contractor shall take care not to damage or modify any equipment, system, or components. Any work requiring outages shall be coordinated with S-POC and local field office. Any work involving or may affect elevator systems shall be coordinated with COR, S-POC, and NAVFAC elevator SMEs.

Paragraph 34 SAFETY AND OCCUPATIONAL HEALTH

Implement a safety program conforming to all Federal, State and Local laws, rules and regulations and consistent with EM 385-1-1, NFPA 70E, and UFGS 01 35 29. All tower climbing shall be coordinated with the on-site rigging crew and be consistent with locally implemented safety plans per direction from the S-POC.

All appropriate safety measures shall be followed and monitored during this project. The DOR is required to edit and submit UFGS 01 35 29, Safety and Occupational Health Requirements including but not limited to hot work, high voltage, heavy equipment, crane use, elevated work, rigging, and erection.

The Contractor shall develop and submit all safety, weight handling, and lifting plans at least 30 days prior to mobilization and ensure they are officially accepted by the government prior to the commencement of mobilization. Prior to submittal, Contractor shall brief how they typically develop their safety plans, what the Government should expect to see, and how plans meet the requirements of this RFP and referenced publications and standards. Government review of

Small Project Part 2, Attachment A - Page 12 of 12 submittals shall be scheduled for a minimum of ten (10) working days commencing upon receipt of submittals.

The Contractor shall provide all equipment, instruments, tools, safety harnesses and other items necessary for accomplishment of all work in this SOW. The Contractor shall follow and monitor all appropriate safety measures as required in the basic contract, and as additionally required in this SOW. The Contractor shall provide all inspection, design and analysis services necessary to properly engineer all work in this SOW, and to assure safety. Safety is of the utmost concern.

Coatings may contain hazardous materials. Consult the tower inspection reports and/or use testing and inspection procedures provided in this SOW to determine hazards contained in coatings. Use appropriate environmental, hazardous material and safety control measures during any work on coatings.

The Cutler site is a Navy Installation Restoration (IR) site and the Contractor shall take this into account in their Health and Safety plans and Environmental Management plans.

All workers shall meet safety qualifications required in this RFP.

Sub-Paragraph f., Safety and Health Officer (SSHO) The Site Superintendent shall not serve as the Site Safety and Health Officer (SSHO).

The SSHO may serve as Quality Control Manager (QCM) on this project only when ongoing work is either not at height and/or not high risk.

The SSHO shall not have other duties that do not allow the SSHO to dedicate their full time and attention to safety during construction operations.

Should the primary SSHO need to perform miscellaneous QC duties when employees are working on site, a qualified and trained alternate SSHO shall be assigned and on site and actively observing all ongoing work as long as it is neither at height nor high risk. The alternate SSHO shall perform only the role of SSHO when assigned.

Sub-Paragraph j., Pre-Outage Coordination Meeting Coordinate and meet with the S-POC and local Government field office prior to any planned power outages.

**End of PART 2 Attachment A**