M67001-15-Q-0048-0002.pdf

M0105315SU00008

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment Issued to reflect changes made to Section C (Statement of Work) and Section M (Evaluation Factors).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 20

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 21-Apr-2015

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X M67001-15-Q-0048

X 9B. DATED (SEE ITEM 11)

26-Feb-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

17-Apr-2015

CODE

CONTRACTING DEPARTMENT

P O BOX 8368 (BLDG 1116)

CAMP LEJEUNE NC 28547-8368

M67001 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

M67001-15-Q-0048

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 17-Apr-2015 10:00 AM to 18-May-2015 10:00 AM.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

STATEMENT OF WORK

C1. Specifications

C1.1 Aircraft Protective Equipment Shelter - Harrier

Length: Minimum of 53’ to Maximum of 55’

Width: Minimum of 42’4” to Maximum of 48'

Sidewall Height: Minimum 10’ to Maximum of 23’

Overall Height: Minimum of 19’ to Maximum of 23'

Shelter shall be constructed with galvanized steel that is treated for corrosion prevention. Shelter will be covered by a uniform white or beige-colored opaque cover material that is flame retardant and waterproof. Material must be able to maintain its flame retardant and waterproof qualities under long term UV exposure and varying humidity conditions. Material will cover the entire shelter length and width, ending at 8' above ground level. Material will be secured to the shelter with sufficient tension that water does not collect on the shelter's top surface.

Shelters columns and any lateral bracing, side cables, or X braces shall be wrapped with 1 band of 2- or 3-inch wide reflective tape that meets Federal Specification L-S-300C. Self-adhesive, self-illuminating tape, which stores energy, or “recharges” with exposed UV-illuminated visible light may be used. Reflective tape must be a solid band, on all columns; exact height of band shall be determined by customer during installation.

Shelter must withstand wind loads of at least 130 MPH per UFC3-300-10N Structural Engineering -

Table C-1 and ANSI/SPRI Wind Load Design Manual.

Shelters shall be free standing and anchored to the existing concrete parking apron. Concrete anchors shall be designed and installed according to the provisions found in American Concrete Institute (ACI)

318-14. Anchors shall maintain a minimum of 6 inches from any expansion joint to ensure pavement integrity. Column support placement must meet the minimum edge spacing requirements in ACI 318-14.

Anchoring method shall be in such a manner that the shelter can be removed and reinstalled in another location without irreparable damage to the existing concrete surface.

All fasteners shall be corrosion resistant and of a type and size to meet the performance requirements and design loads. Fasteners, washers and nuts shall be corrosion resistant, as well as have locking features.

Mitigation of bird roosting and nesting shall be incorporated into the design and installation of the sun shade.

The vendor is responsible for grounding each shelter with a static ground that does not exceed 10,000 ohms per shelter in normal dry conditions. The grounding method used must be approved by MCAS

Cherry Point and be located inside, or in close proximity, to the shelter wall and not interfere with aircraft taxiing or cause a trip hazard. Based on final dimensions and layout of the shelters, tie-downs and existing grounds that meet the above requirements may be used as static grounds.

Technical drawings of the shelters and installation method must be certified by a Registered

Professional Engineer that they meet the specifications PRIOR to submission of the quote, and a copy of the certification must be submitted with the quote. Inclusion of certification is a part of the evaluation criteria.

The vendor will provide all transportation for shelters from the vendor site to the installation site. The vendor will install shelters on site. The vendor is responsible for all Foreign Object Debris (FOD) mitigation and removal.

C1.2 Aircraft Protective Equipment Shelter - Prowler

Length: Minimum of 60’ to Maximum of 61’

Width: Minimum of 63’ to Maximum of 70'

Center Line Height: Minimum of 26’7” to Maximum of 35'

26’7” From the center line to 17’ left and right of shelter center line (gives 5’ clearance above wingtips during folding operations and allows for aircraft jacking)

Sidewall Height: Minimum of 19’7” to Maximum 35’

Shelter shall be constructed with galvanized steel that is treated for corrosion prevention. Shelter will be covered by a uniform white or beige-colored opaque cover material that is flame retardant and waterproof. Material must be able to maintain its flame retardant and waterproof qualities under long term UV exposure and varying humidity conditions. Material will cover the entire shelter length and width, ending at 8' above ground level. Material will be secured to the shelter with sufficient tension that water does not collect on the shelter's top surface.

Shelters columns and any lateral bracing, side cables, or X braces shall be wrapped with 1 band of 2- or 3-inch wide reflective tape that meets Federal Specification L-S-300C. Self-adhesive, self-illuminating tape, which stores energy, or “recharges” with exposed UV-illuminated visible light may be used. Reflective tape must be a solid band, on all columns; exact height of band shall be determined by customer during installation.

Shelter must withstand wind loads of at least 130 MPH per UFC3-300-10N Structural Engineering -

Table C-1 and ANSI/SPRI Wind Load Design Manual.

Shelters shall be free standing and anchored to the existing concrete parking apron. Concrete anchors shall be designed and installed according to the provisions found in American Concrete Institute (ACI)

318-14. Anchors shall maintain a minimum of 6 inches from any expansion joint to ensure pavement integrity. Column support placement must meet the minimum edge spacing requirements in ACI 318-14.

Anchoring method shall be in such a manner that the shelter can be removed and reinstalled in another location without irreparable damage to the existing concrete surface.

All fasteners shall be corrosion resistant and of a type and size to meet the performance requirements and design loads. Fasteners, washers and nuts shall be corrosion resistant, as well as have locking features.

Mitigation of bird roosting and nesting shall be incorporated into the design and installation of the sun shade.

The vendor is responsible for grounding each shelter with a static ground that does not exceed 10,000 ohms per shelter in normal dry conditions. The grounding method used must be approved by MCAS

Cherry Point and be located inside, or in close proximity, to the shelter wall and not interfere with aircraft taxiing or cause a trip hazard. Based on final dimensions and layout of the shelters, tie-downs and existing grounds that meet the above requirements may be used as static grounds.

Technical drawings of the shelters and installation method must be certified by a Registered

Professional Engineer that they meet the specifications PRIOR to submission of the quote, and a copy of the certification must be submitted with the quote. Inclusion of certification is a part of the evaluation criteria

The vendor will provide all transportation for shelters from the vendor site to the installation site. The vendor will install shelters on site. The vendor is responsible for all Foreign Object Debris (FOD) mitigation and removal.

C2 Management and Administrative

C2.1 Government Regular Working Hours

The Government's regular working hours are from, 0700-1630, five days per week, Monday through

Friday, except observed Federal holidays. Exceptions to the regular hours of operation are detailed in subsequent sections of this SOW. The performance of work requirements shall be accomplished within the Government’s regular working hours unless the specific work requirement specified herein necessitates otherwise. Any work outside Government regular working hours requires prior KO approval.

C2.1.1 Observed Federal Holidays

The Government observes the following holidays: New Year’s Day, Martin Luther King Jr.’s Birthday, President’s Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans’ Day, Thanksgiving Day, and Christmas Day.

C2.1.2 Restriction to Contractor Working Hours

If the Contractor wishes to work outside of the Government's regular working hours for the Contractor’s convenience, the Contractor shall submit a written Request to Work Outside Government’s Regular

Working Hours to the KO for approval at least two (2) calendar days prior to requested day. Excludes work to be performed during specified hours.

C2.2 Permits and Licenses

The Contractor shall obtain all required Contractor permits, licenses, and authorizations to perform work under this contract and comply with all the applicable Federal, state and local laws and regulations.

C2.2.1 Hot Work and/or Confined Space

Cherry Point Fire & Emergency Services shall be notified prior to any open flame (i.e. welding, torch cutting) and a burn permit shall be issued. In addition, CPFES shall be notified prior to entry into any confined space. Contact Number (252) 466-2241.

C2.3 Protection of Government Property

During execution of the work, the Contractor shall protect Government property. The Contractor shall return areas damaged as a result of negligence under this contract to their original condition at no cost to the Government.

C2.4 Service Interruptions

If any utilities or other services must be discontinued (even temporarily) due to scheduled contract work, the Contractor shall notify the KO, affected tenants, and customers in accordance with local procedures. If the discontinued service is due to an emergency breakdown the Contractor shall notify the KO, affected tenants and customers as soon as practicable.

C2.5 Environmental Management System

The Contractor shall perform work under this contract consistent with the following EMS goals and policy.

C2.5.1 Goals

Reduce purchase and use of toxic and hazardous materials;

Expand purchase of green products and services; increase recycling;

Reduce energy and water use;

Increase use of alternative fuels and renewable energy;

Integrate green building concepts in major renovations and new construction;

C2.5.2 Policy sponsible member of Cherry

Point’s community;

includes purchasing products made from recycled materials;

environmental protection requirements and pollution prevention initiatives into the early planning, design and procurement of facilities, equipment and material, as well as the planning and implementation of military training activities;

hazardous materials and generation of hazardous waste;

sound partnership with regulatory agencies to sustain our compliance with existing and new environmental laws and regulations;

ther to do so, and ensure that our entire community knows this is our policy by our actions as well as our words.

The Contractor shall maintain monitoring and measurement information to address the EMS goals and policy and provide the EMS Goals and Policy Measurement Information to the KO when requested. In the event an EMS nonconformance or environmental noncompliance associated with the contracted services, tasks, or actions occurs, the Contractor shall take corrective and/or preventative actions. In the case of a noncompliance, the Contractor shall assume legal and financial liability for the noncompliance and take corrective action immediately to remedy the noncompliance. In the case of a nonconformance, the Contractor shall respond and take corrective action based on the time schedule established by the KO.

The Contractor shall ensure that its employees are aware of their roles and responsibilities under the EMS and how these EMS roles and responsibilities affect work performed under the contract.

C2.6 Personnel Requirements

The Contractor shall comply with the personnel requirements stated below.

C2.6.1 Key Personnel

Within 15 calendar days after award of the contract, the Contractor shall submit to the KO an

Organizational Chart showing lines of authority of the key personnel and on-site supervisor(s) for this contract. The chart shall include names of personnel and their position title in this contract. As a minimum, include the PM, QCM, SSHO, and on-site supervisor(s) and who they will report directly to for this contract. The key personnel shall be revised as applicable for the contract.

C2.6.1.1 Project Manager (PM)

Insert information as appropriate relative to on-site Project Manager. Ensure consistency with Section L, Key Personnel. The Contractor shall provide a PM who has relevant experience at a comparable level of responsibility in projects of similar size, scope and complexity. The PM or alternate shall have full authority to act for the Contractor on all contract matters relating to this contract. The PM or alternate shall be on-site within one hour during the Government's regular working hours and within two hours during other than normal working hours after the Government’s request. The PM may have to attend unscheduled meetings with the KO as deemed necessary by the Government.

C2.6.1.2 Quality Control Manager (QCM)

The Contractor shall provide a QCM who shall have full authority and responsibility for assuring performance objectives and standards identified in this contract are met. The QCM may be the same person as the project manager. The QCM or alternate shall be available on-site within one hour after the

Government's request.

C2.6.1.3 Site Safety and Health Officer (SSHO)

The Contractor shall provide a SSHO whose primary duty and responsibility is to prepare and enforce the

Contractor’s safety program on this contract. The SSHO shall have fulfilled the following pre-requisite training and experiences before being hired as the SSHO under this contract:

The SSHO shall have satisfactory experience in preparing and enforcing safety programs on contracts of similar size and complexity in the past, and have completed the OSHA 10-hour construction safety class or equivalent within the last three years. The SSHO may be the same person as the project manager but shall have fulfilled the pre-requisite qualification and experience.

C2.6.2 Employee Requirements

The Contractor shall provide experienced, qualified, and capable personnel to perform the work in this contract. Personnel shall be fully knowledgeable of all safety and environmental requirements associated with the work they perform. Competent personnel shall be provided as required. Personnel shall speak, read, and comprehend English to the extent that they can perform the contract requirements and comply with installation emergency procedures.

C2.6.2.1 Employee Appearance

The Contractor shall ensure that all employees present a professional appearance that is appropriate for their position. The KO reserves the right to determine the acceptability of any clothing worn. All

Contractor/subcontractor employees working under this contract shall be identified by a distinctive nameplate, emblem, or patch attached in a prominent place on an outer garment. Employee identification shall not be substituted for station required passes or badges.

C2.6.2.2 Employee Conduct

Contractor employees shall conduct themselves in a proper, efficient, courteous and businesslike manner.

C2.6.2.3 Employee Removal

The Contractor shall remove from the site any individual whose continued employment is deemed by the

KO to be contrary to the public interest or inconsistent with the best interests of National Security.

C2.6.2.4 Proof of Legal Residency

No employee or representative of the Contractor will be admitted to the site of work unless satisfactory

Proof of Legal Residency is furnished.

C2.7 Security Requirements

The Contractor shall comply with all Federal, state, and local security statutes, regulations, and requirements. The Contractor shall become acquainted with and comply with all Government regulations as posted, or as requested by the KO when required to enter a Government site. The Contractor shall ensure that all security/entrance clearances are obtained.

C2.7.1 Employee Listing

The Contractor shall maintain and provide upon request a current Employee List. shall include employee's name, current address and date of birth.

C2.7.2 Vehicles

The company name shall be displayed on each of the Contractor's vehicles in a manner and size that is clearly visible. All vehicles shall display a valid state license plate that complies with State Vehicle Code.

Vehicles shall meet all other requirement of the State Vehicle Code, such as safety standards, and shall carry proof of insurance and state registration, if applicable.

C2.7.3 Passes and Badges

All Contractor employees shall obtain the required employee and vehicle passes. The Government will issue badges without charge. The Contractor employees must be able to obtain CAC in accordance with security requirements. Each employee shall wear the Government issued badge over the front of the outer clothing. When an employee leaves the Contractor's service, the employee's Passes and Badges shall be returned within 10 calendar days.

C2.7.4 Contractor Access to Installation

See Section H for instructions for access to MCAS Cherry point

C2.7.5 Access Arrangements

The Contractor shall make all arrangements through the appropriate office necessary to obtain access to buildings, facilities and other work areas, and when necessary, arrange for them to be opened and closed by the controlling authority. The Government may issue keys to the Contractor. The Contractor shall use due diligence and be responsible for compromised security systems to include replacement costs that result from its action or inaction.

C2.7.6 Security Clearance

The Contractor shall obtain all required corporate and personnel Security Clearances prior to commencement of work. The Contractor shall ensure that a list of all personnel with Security Clearances is maintained current, including clearances that are pending.

C2.8 Contractor Safety Program

The Contractor shall develop and implement a Safety Program detailing how the Contractor plans, staffs, performs, and controls all safety practices while delivering best value services to the Government without any accidents or mishaps. The Contractor’s safety program shall comply with all safety standards identified in the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM-385-1-1 and Public Law 91-596, Occupational Safety and Health Act. The Contractor shall ensure that all

Contractor personnel have received proper safety training, appropriate to their respective jobs. The

Contractor shall implement an ongoing training program that refreshes the safety skills, qualifications and awareness of the Contractor workforce on a regular, periodic basis. The details of the Contractor’s safety training program shall be included as part of the Contractor’s Accident Prevention Plan, as required in

Paragraph C2.8.1.

C2.8.1 Accident Prevention Plan (APP)

To ensure that the Contractor has a well-organized and thorough Safety Program, the Contractor shall prepare an Accident Prevention Plan (APP). The APP shall be prepared by the Contractor’s SSHO and shall be followed by all Contractor employees, subcontractors, and vendors at each service site. The APP shall incorporate Activity Hazard Analyses (AHAs) and Situation Specific Safety Plans that are relevant to the site specific hazards and controls for each activity and type of work that may be encountered in the performance of this contract.

The Contractor shall submit an APP to the KO within 15 days following award for acceptance. The

Contractor shall review, update, and submit the revised APP to the KO annually and within 15 calendar days whenever a change in work conditions, hazards, or activities occur.

C2.8.2 Activity Hazard Analysis (AHA)

The Contractor shall prepare Activity Hazard Analyses (AHAs) for all common recurring work activities performed under this contract. AHAs shall be submitted with the APP and shall be updated as work activities or conditions change and additional AHAs prepared as new work activities are required.

Specifically:

For FFP contract modifications where changes are germane to the original contract, the Contractor shall revise applicable AHAs and submit to the KO within 15 calendar days after modification is signed.

The steps of the service process;

Identify potential hazards that exist as a result of the Contractor’s service process within the environment;

Measures or plans of actions to safely remove potential hazards away from people in and around the service process and environment;

Specific materials and equipment necessary to safely remove potential hazards away from people in and around the service process and environment;

Inspection requirements to assure service activity is safe; and

Training of service personnel to be aware of potential hazards and measures or plans of actions to be used to remove hazards from service environment. During performance of services, the SSHO shall periodically review the AHA at each service site and for each sub-annex to assess the effectiveness of the

Contractor’s overall APP. If changes to the AHAs are required, such changes shall be submitted to the

KO for review and acceptance.

C2.8.3 Hazard Specific Safety Plan

The Contractor shall develop and implement hazard specific safety plans, as listed below, as necessary for the situation or types of work to be performed under this contract. These Hazard Specific Safety Plans shall be submitted with the APP and shall be updated as situations change. Additional hazard specific safety plans developed as applicable when new types of work are required under this contract.

C2.8.3.1 Drug Abuse Prevention Plan

The Contractor shall develop a plan to explain how it will satisfy the drug-free work force requirement as stated in DFARS Clause 252.223-7004.

C2.8.3.2 Emergency Response Plan

The Contractor shall develop an emergency response plan to ensure safe evacuation of people during emergencies, before the hazard or natural disaster is imminent, and to minimize the consequences of accidents during evacuations.

C2.8.3.3 Emergency Rescue Plan

The Contractor shall develop a plan to rescue personnel who might become injured or incapacitated while performing services in an underground shaft/caisson or high angle situation.

C2.8.3.4 Fall Protection Plan

The Contractor shall develop a plan to explain how it will eliminate falls at the service site. The plan will explain how the Contractor will protect and prevent its service workers from falling from heights of 1.8m

(6 feet) or more. A competent person for fall protection shall prepare and sign the plan.

C2.8.3.5 Hazard Communication Plan

The Contractor shall develop a plan to explain how it will identify hazardous substances at the service site. This plan shall address: (1) training (to include potential safety and health effects from exposure); (2) labeling of hazardous substances; (3) maintaining an inventory listing of hazardous chemicals at the service site; and (4) location of a library of Material Safety Data Sheets (MSDSs) in the office to satisfy

29 Code of Federal Regulations (CFR) 1910.1200 or 1926.59 requirements.

C2.8.3.6 Health Hazard Control Plan

The Contractor shall develop a plan to explain how it will determine the presence of hazardous or toxic agents at the service environment and explain what safety measures are to be taken.

C2.8.4 Accident and Damage Reporting

The Contractor shall notify the KO of all damages, accidents, mishaps, and near misses that occur on or related to Government property as soon as practical, but not later than four hours. For recordable injuries and illnesses, property damage accidents resulting in at least $2,000 in damages, and Weight Handling

Equipment (WHE) accidents, the Prime Contractor shall conduct an accident investigation to establish the root cause(s) of the accident.

(a) For recordable injuries and illnesses and property damage accidents resulting in at least $2,000 in damages complete the Navy Contractor Significant Incident Report (CSIR) form and provide the report to the KO within 1 calendar day of the accident. The KO will provide a blank copy of any required or special forms.

(1) Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

(i) Death, regardless of the time between the injury and death, or the length of the illness;

(ii) Days away from work (any time lost after day of injury/illness onset);

(iii) Restricted work;

(iv) Transfer to another job;

(v) Medical treatment beyond first aid;

(vi) Loss of consciousness; or

(vii) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (1) through (6) above.

(b) For WHE accidents (including rigging gear accidents) complete the WHE Accident Report (Crane and

Rigging Gear) form and provide the report to the KO within 30 calendar days of the accident. The KO will provide a blank copy of the accident report form.

(1) WHE Accident. A WHE accident occurs when any one or more of the six elements in the operating envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death; material or equipment damage; dropped load; derailment;

two-blocking; overload; and/or collision, including unplanned contact between the load, crane, and/or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents even though no material damage or injury occur. A component failure (e.g., motor burnout, gear tooth failure, bearing failure) is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components (e.g., dropped boom, dropped load, roll over, etc.). Comply with current 29CFR1904 for OSHA/HIOSH record keeping and reporting requirements.

C2.8.4.1 Accident Reporting Notification

The Contractor shall report all accidents, mishaps, and near misses to the KO in a timely manner as described below:

An Initial Accident Reporting Notification Report shall be developed by the Contractor and provided to the KO immediately after that an accident, or near miss, has occurred. The Contractor may not have all the facts and information regarding the actual incident or near miss at the time of the initial report.

However, it is the Government’s desire to receive notification of all mishap situations as early as possible.

The Contractor shall develop a Follow-on Accident Reporting Notification Report and shall and provide a copy to the KO by close of business the day of the accident, or if the accident occurs after hours, at start of business the following morning. Follow-on reports shall be required daily until the

Contractor can send a final, conclusive report of the nature, cause, and outcome of the accident.

The Contractor shall provide a Final Accident Reporting Notification Report of the accident to the KO within 24 hours after completing the investigation of the accident.

C2.8.5 Medical Treatment

No emergency medical care is available on Government facilities to Contractor employees who suffer on-the-job injury or disease. 911 is to be utilized for emergency transportation to one of the regional hospitals.

C2.8.6 Fire Protection

The Contractor shall know where fire alarms are located and how to activate them. The Contractor shall handle and store all combustible supplies, materials, waste and trash in a manner that prevents fire or hazards to persons, facilities, and materials.

C2.8.7 OSHA Citations and Violations

The Contractor shall correct violations and citations promptly and provide a copy of each OSHA citation and OSHA report with written OSHA Citations and Violations Corrective Action Report to the KO within

48 hours after receiving a citation.

C2.8.8 Safety Inspections and Monitoring

The Contractor shall be responsible for regularly inspecting its work areas, job sites, and work crews to ensure that all Contractor operations are being conducted safely. These inspections shall ensure:

The site is safe and free of job-site hazards

Proper PPE is being utilized and worn.

Safe work practices and processes are being followed.

Workers are familiar with the hazards covered in the respective AHA for that work activity.

All equipment and tools are in good condition and being used safely.

The Government reserves the right to inspect and monitor Contractor operations for safety compliance. In general, the Government approach will be to conduct Performance Assessment on the quality and effectiveness of the Contractor’s safety program. The Government reserves the right to stop any work activity that it deems to be unsafe. Contractor personnel shall work in a safe manner and comply with all applicable safety regulations. The Contractor shall be subject to safety inspections of its work sites by the Government.

Contractor safety records shall be available to the KO upon request. Whenever the KO becomes aware of any safety noncompliance or any condition which poses a serious or imminent danger or hazard to the health or safety of the public or Government Personnel, the KO will notify the Contractor orally, with written confirmation, and request immediate corrective action. This notice, when delivered to the

Contractor’s representative or SSHO, shall be deemed sufficient notice of noncompliance and that corrective action is required. After receiving this notice, the Contractor shall immediately take corrective action. If the Contractor fails, delays, or refuses to promptly take corrective action, the KO may issue a stop work order for all or part of the services or work until satisfactory corrective action has been taken.

Whenever such a stop work order has been issued, the Contractor shall waive all equitable adjustments to the contract related to the stop work ordered issued. The Contractor shall include this requirement in all of its subcontracts and vendor contracts in support of contract safety.

C2.8.9 Safety Apparel

The Contractor personnel shall wear appropriate high-visibility safety apparel (garment, vest, or harness of retro-reflective and fluorescent material) meeting ANSI/ISEA 107-2004 requirements. Appropriate garment shall be based on the worker hazards and tasks, complexity of the work environment or background, and vehicular traffic and speed. As a minimum, the Contractor personnel shall wear

ANSI/ISEA 107-2004 Class I compliant apparel.

C2.9 Environmental Protection

The Contractor shall comply with all applicable Federal, state, and local laws, and with the regulations and standards listed in. All environmental protection matters shall be coordinated with the KO.

Inspection of any of the facilities operated by the Contractor may be accomplished by the Activity

Environmental Protection Coordinator, or authorized officials on a no-notice basis during Government regular working hours. In the event that a regulatory agency assesses a monetary fine against the

Government for violations caused by Contractor negligence, the Contractor shall reimburse the

Government for the amount of that fine, costs of defending against administrative or other legal action, remedial action, and other costs. The Contractor shall comply with the instructions of the cognizant Navy

Medical Department with respect to avoidance of conditions which create a nuisance or which may be hazardous to the health of military or civilian personnel. The Contractor is responsible for ensuring that its employees receive applicable environmental and occupational health and safety training, and are kept up to date on regulatory required specific training for the type of work to be conducted onsite. All on-site

Contractor personnel, and their subcontractor personnel, performing tasks that have the potential to cause a significant environmental impact shall be competent on the basis of appropriate education, training or experience.

C2.9.1 Disposal

C2.9.1.1 Non-Hazardous Waste

The Contractor shall dispose of debris and rubbish resulting from the work under this contract after determined to be non-usable and non-recyclable, on-installation and off-installation. All on-installation disposal must be coordinated with the Government POC.

C2.9.1.2 Hazardous Waste

The Contractor shall dispose of all hazardous waste in accordance with the Resource Conservation and

Recovery Act and all other applicable Federal, state and local laws and regulations. No on-installation disposal of hazardous waste is allowed.

C2.9.2 Spill Prevention Containment and Clean up

The Contractor shall prevent, contain, clean up, and report all spills on Government property, caused by the Contractor, in a manner that complies with applicable Federal, state, and local laws and regulations or otherwise stated herein, and the installation spill control plan as specified in at no cost to the Government.

C2.9.3 Hazardous Material Management

The Contractor shall support the Consolidated Hazardous Material Reutilization and Inventory

Management Program (CHRIMP). The Contractor shall ensure that procedures are in place to deal with hazardous materials, pursuant to the FAR Clause 52.223-3, HAZARDOUS MATERIAL

IDENTIFICATION AND MATERIAL SAFETY DATA.

C2.10 Disaster Preparedness

The Contractor shall comply with the activity's Contingency Instruction, contingency response plan The

Contractor shall support the installation contingency response plan as directed by the KO.

SECTION M - EVALUATION FACTORS FOR AWARD

The following have been modified:

52.212-2 EVALUATION--COMMERCIAL ITEMS (OCT 2014)

(a) The Government will award a contract resulting from this solicitation to the responsible offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. The following factors shall be used to evaluate offers:

i. Price

ii. Technical capability of the item offered to meet the Government requirement

iii. Past performance

Technical and Past Performance, when combined, are equal to Price

THIS PROCUREMENT IS 100% SET-ASIDE FOR SMALL BUSINESS. ALL RESPONSIBLE SMALL

BUSINESS SOURCES MAY SUBMIT A RESPONSE WHICH, IF TIMELY RECEIVED, WILL BE

CONSIDERED BY THE AGENCY.

Technical acceptability will be based on the demonstrated ability to meet the technical requirements, including the delivery requirement. A mere statement that the vendor “will meet the Government’s requirements” is insufficient;

the vendor must demonstrate how it will meet the requirement. Low Price Technically Acceptable (LPTA) will be evaluated on: (1) price; (2) technical specifications; and (3) delivery.

To ensure technical compliance with the requirements, vendor quotes shall include the following information:

1. Vendor Specifications. The vendor’s quote shall provide a description of how the vendor will meet the

Government’s requirements as stated below. The manufacturer's name and manufacturer’s complete part numbers of items shall be submitted in the quote. Drawings, product literature, pictures, and description of all quoted items shall be included.

Aircraft Protective Equipment Shelter – Harrier

To be considered Technically Acceptable. Technical drawings of the shelters and installation method must be certified by a Registered Professional Engineer that they meet the specifications PRIOR to submission of the quote, and a copy of the certification must be submitted with the quote. Inclusion of certification is a part of the evaluation criteria. Drawings and Specifications must address (at a minimum):

A. Dimensions:

i. Length: Minimum of 53’ to Maximum of 55’

ii. Width: Minimum of 42’4” to Maximum of 48'

iii. Sidewall Height: Minimum 10’ to Maximum of 23’

iv. Overall Height: Minimum of 19’ to Maximum of 23'

B. Material:

i. Shelter shall be constructed with galvanized steel that is treated for corrosion prevention.

ii. Shelter will be covered by a uniform white or beige-colored opaque cover material that is flame retardant and waterproof.

iii. Material must be able to maintain its flame retardant and waterproof qualities under long term UV exposure and varying humidity conditions.

iv. Material will cover the entire shelter length and width, ending at 8' above ground level.

v. Material will be secured to the shelter with sufficient tension that water does not collect on the shelter's top surface.

vi. Shelters columns and any lateral bracing, side cables, or X braces shall be wrapped with 1 band of

2- or 3-inch wide reflective tape that meets Federal Specification L-S-300C. Self-adhesive, self-illuminating tape, which stores energy, or “recharges” with exposed UV-illuminated visible light may be used. Reflective tape must be a solid band, on all columns; exact height of band shall be determined by customer during installation.

vii. All fasteners shall be corrosion resistant and of a type and size to meet the performance requirements and design loads. Fasteners, washers and nuts shall be corrosion resistant, as well as have locking features.

C. Assembly/Durability:

i. Shelter must withstand wind loads of at least 130 MPH per UFC3-300-10N Structural Engineering

- Table C-1 and ANSI/SPRI Wind Load Design Manual.

ii. Shelters shall be free standing.

iii. Shelters shall be anchored to the existing concrete parking apron. Concrete anchors shall be designed and installed according to the provisions found in American Concrete Institute (ACI)

318-14.

iv. Anchors shall maintain a minimum of 6 inches from any expansion joint to ensure pavement integrity.

v. Column support placement must meet the minimum edge spacing requirements in ACI 318-14.

vi. Anchoring method shall be in such a manner that the shelter can be removed and reinstalled in another location without irreparable damage to the existing concrete surface.

vii. The vendor is responsible for grounding each shelter with a static ground that does not exceed

10,000 ohms per shelter in normal dry conditions. The grounding method used must be approved by MCAS Cherry Point and be located inside, or in close proximity, to the shelter wall and not interfere with aircraft taxiing or cause a trip hazard. Based on final dimensions and layout of the shelters, tie-downs and existing grounds that meet the above requirements may be used as static grounds.

viii. Mitigation of bird roosting and nesting shall be incorporated into the design and installation of the sun shade.

D. Installation/Cleanup:

i. The vendor must provide a delivery schedule as annotated in section F of the solicitation.

ii. The vendor will provide all transportation for shelters from the vendor site to the installation site.

iii. The vendor will install shelters on site.

iv. The vendor is responsible for all Foreign Object Debris (FOD) mitigation and removal from the worksite.

Aircraft Protective Equipment Shelter – Prowler

To be considered Technically Acceptable. Technical drawings of the shelters and installation method must be certified by a Registered Professional Engineer that they meet the specifications PRIOR to submission of the quote, and a copy of the certification must be submitted with the quote. Inclusion of certification is a part of the evaluation criteria. Drawings and Specifications must address (at a minimum):

A. Dimensions:

i. Length: Minimum of 60’ to Maximum of 61’

ii. Width: Minimum of 63’ to Maximum of 70'

iii. Center Line Height: Minimum of 26’7” to Maximum of 35'

26’7” From the center line to 17’ left and right of shelter center line (gives 5’ clearance above wingtips during folding operations and allows for aircraft jacking)

iv. Sidewall Height: Minimum of 19’7” to Maximum 35’

B. Material:

i. Shelter shall be constructed with galvanized steel that is treated for corrosion prevention.

ii. Shelter will be covered by a uniform white or beige-colored opaque cover material that is flame retardant and waterproof.

iii. Material must be able to maintain its flame retardant and waterproof qualities under long term UV exposure and varying humidity conditions.

iv. Material will cover the entire shelter length and width, ending at 8' above ground level.

v. Material will be secured to the shelter with sufficient tension that water does not collect on the shelter's top surface.

vi. Shelters columns and any lateral bracing, side cables, or X braces shall be wrapped with 1 band of

2- or 3-inch wide reflective tape that meets Federal Specification L-S-300C. Self-adhesive, self-illuminating tape, which stores energy, or “recharges” with exposed UV-illuminated visible light may be used. Reflective tape must be a solid band, on all columns; exact height of band shall be determined by customer during installation.

vii. All fasteners shall be corrosion resistant and of a type and size to meet the performance requirements and design loads. Fasteners, washers and nuts shall be corrosion resistant, as well as have locking features.

C. Assembly/Durability:

i. Shelter must withstand wind loads of at least 130 MPH per UFC3-300-10N Structural Engineering

- Table C-1 and ANSI/SPRI Wind Load Design Manual.

ii. Shelters shall be free standing.

iii. Shelters shall be anchored to the existing concrete parking apron. Concrete anchors shall be designed and installed according to the provisions found in American Concrete Institute (ACI)

318-14.

iv. Anchors shall maintain a minimum of 6 inches from any expansion joint to ensure pavement integrity.

v. Column support placement must meet the minimum edge spacing requirements in ACI 318-14.

vi. Anchoring method shall be in such a manner that the shelter can be removed and reinstalled in another location without irreparable damage to the existing concrete surface.

vii. The vendor is responsible for grounding each shelter with a static ground that does not exceed

10,000 ohms per shelter in normal dry conditions. The grounding method used must be approved by MCAS Cherry Point and be located inside, or in close proximity, to the shelter wall and not interfere with aircraft taxiing or cause a trip hazard. Based on final dimensions and layout of the shelters, tie-downs and existing grounds that meet the above requirements may be used as static grounds.

viii. Mitigation of bird roosting and nesting shall be incorporated into the design and installation of the sun shade.

D. Installation/Cleanup:

i. The vendor must provide a delivery schedule as annotated in section F of the solicitation.

ii. The vendor will provide all transportation for shelters from the vendor site to the installation site.

iii. The vendor will install shelters on site.

iv. The vendor is responsible for all Foreign Object Debris (FOD) mitigation and removal from the worksite.

2. Vendor’s quote shall include an active Cage code and Federal Tax Identification Number. Vendors are required to be registered with the System for Award Management (SAM database and have an active Cage code at the time of award).

3. Delivery Information. Clearly state if the quoter can meet the requested delivery as stated in each line item. If not then state the best delivery date. Complete the “OFFEROR'S PROPOSED DELIVERY SCHEDULE” at

52.211-8 in Section F of this solicitation.

(b) Options. The Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. The Government may determine that an offer is unacceptable if the option prices are significantly unbalanced. Evaluation of options shall not obligate the Government to exercise the option(s).

(c) A written notice of award or acceptance of an offer, mailed or otherwise furnished to the successful offeror within the time for acceptance specified in the offer, shall result in a binding contract without further action by either party. Before the offer's specified expiration time, the Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt, unless a written notice of withdrawal is received before award.

Past Performance

Past Performance will be used as an evaluation factor in accordance with FAR 13.106-2(b)(3)(ii) and may be based on one or more of the following:

A. The Contracting Officer’s knowledge of and previous experience with the service being acquired;

B. Customer Surveys, and past performance questionnaires replies;

C. The Government wide Past Performance Information Retrieval System (PPIRS) at www.ppirs.gov; or

D. Any other reasonable basis

(End of provision)

(End of Summary of Changes) http://www.ppirs.gov/