Attachment_1_-_PWS_-_Overhead_Guide_Support_-_16_July_2018.pdf

PERFORMANCE WORK STATEMENT

(PWS)

FOR

OVERHEAD GUIDE SUPPORT

BUILDING 121 & 946

WO#17210

CIVIL ENGINEERING 496 ABS/CEORM

(16 July 2018)

PERFORMANCE WORK STATEMENT (PWS)

TABLE OF CONTENTS

SECTION PAGE

1. DESCRIPTION OF SERVICES 5

2. SERVICES SUMMARY 5

3. GOVERNMENT FURNISHED PROPERTY AND SERVICES 5

4. GENERAL INFORMATION 6/8

5. APPENDICES 9-14

6. DRAWINGS 01

1. DESCRIPTION OF SERVICES. The contractor shall provide all the management, tools, supplies, equipment and labor needed to install three (3) protection systems against falls from height, inside buildings 121 and 946 and at the parking lot of building 121 of Moron Air Base.

1.1. Description of Work.

The work will consist of:

1.1.1. Supply and install metal anchoring structures inside buildings 121 and 946, according to appendix A.

1.1.2. Supply and install an auxiliary metal structure on the exterior of building 121, in accordance with appendix A.

1.1.3. Systems for protection against falls from heights through lifelines and anchoring devices, according to appendix A.

1.2. Brand Names.

Names indicated for materials are for the purpose of establishing a standard selection only. Other manufacturers' materials are acceptable provided they conform to all specified requirements.

Names indicated for the quality of model, give the quality standard to be achieved. Other manufacturer's materials are acceptable if it is equal to the quality and function of the suggested model. All selected material is subject to the approval of Contracting Officer.

1.3. Special Requirements.

The contractor will accomplish preliminary topographic survey of the drainage and stone rip-rap channels, maintaining existing initial and final invert elevations, leveling existing surfaces to check in situ interferences between the new channels with service lines and existing manholes. The contractor will submit workshop plans for approval. Once approved by the contracting officer this layout the contractor will be authorized to grade and build the natural berm and channels in their final location.

1.4. Final Cleaning.

Final cleaning of installations affected by this contract

1.5. Period of Performance.

The period of performance for this contract is sixty (60) days of field work. The contractor will provide its deadline with its proposal.

The items mentioned and the list of main tasks do not limit in any way the responsibility of the contractor to perform all work required by the contract to provide a complete and operational installation.

2. SERVICES SUMMARY.

Performance Objective SOW Performance Threshold Activities. Par 1.1 100%

3. GOVERNMENT FURNISHED PROPERTY AND SERVICES.

3.1. Use of Base Utilities: Base utilities are available to the Contactor at no additional expense to the Contractor. The following utilities shall be available from the existing Base utility connections in reasonable quantities:

a. Electricity 120/208 volts, 60 Hz.

b. Water.

All of the equipment, materials and labor required to accomplish the aforementioned items stipulated shall be supplied by the Contractor, as part of this contract.

4. GENERAL INFORMATION.

4.1. Security Requirements. The contractor will request installation access through 496

ABS/CE.

4.2. Physical Security. The contractor shall be responsible for safeguarding all government property provided for contractor use. At the close of each work period, government facilities, property, and materials shall be secured.

4.3. Hours of Operation.

4.3.1. Normal Hours of Operation. The contractor shall perform the services required under this contract during the following hours: Monday to Friday, 08:00-17:00. The contractor may work, with prior approval of the Contracting Officer, extended hours to ensure timely completion of work at no additional cost to the Government.

4.3.2. Recognized Holidays. The contractor is not required to provide service on the following days: New Year’s Day, Martin Luther King Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans Days, Thanksgiving Day and Christmas Day. If the holiday falls on Saturday, it is observed on Friday. If the holiday falls on a Sunday, it is observed on Monday.

4.4. Conservation of Utilities. The contractor shall instruct employees in utilities conservation practices. The contractor shall be responsible for operating under conditions which prevent the waste of utilities which include the following:

4.4.1. Lights shall be used only in areas where and when work is actually being performed.

4.4.2. Mechanical equipment controls for heating, ventilation, and air conditioning systems shall not be adjusted by the contractor or by contractor employees unless authorized.

4.4.3. Water faucets or valves shall be turned off after the required use has been accomplished.

4.4.4. Government telephones shall be used only for official government business.

4.5. Records. The contractor shall be responsible for creating, maintaining, and disposing of only those government required records that are specifically cited in this PWS.

4.6. Environmental Controls:

4.6.1. Compliance with Laws and Regulations. The contractor shall be knowledgeable of and comply with all applicable Interstate, Federal, State, and Local laws, regulations, and requirements regarding environmental protection. In the event environmental laws/regulations change during the term of this contract, the contractor is required to comply as such laws come into effect. If there is an increase or decrease in cost as a result of the change, the contractor shall inform the Contracting Officer pursuant to notice requirements and negotiate a modification to the contract.

4.6.2. Notification of Environmental Spills. If the contractor spills or releases any substance contained in 40 CFR 302 into the environment, the contractor or its agent shall immediately report the incident to Moron AB Fire Dept at 117. The liability for the spill or release of such substances rests solely with the contractor and its agent.

4.6.3. Material Storage and Use. The contractor shall follow manufacturer’s guidelines and professional recommendations for control of humidity, temperature, cleanliness, and materials handling. This includes hazardous materials.

4.7. Government Observations. Government personnel, other than contracting officers (COs) and quality assurance personnel (QAPs), may from time-to-time, with CO coordination, observe contractor operations. However, these personnel may not interfere with contractor performance or make any changes to the contract.

4.8. Safety Requirements. In performing work under this contract, the contractor shall:

4.8.1. Conform to the safety requirements contained in the contract for all activities related to the accomplishment of the work.

4.8.2. Take such additional immediate precautions as the contracting officer may reasonably require for safety and mishap prevention purposes.

4.8.3. Develop and provide at the start of the orientation period or the start of the first operational performance period (if there is no orientation period) a safety plan for the protection of government facilities and property and to provide a safe work environment for contractor personnel.

4.8.4. Provide protection to government property to prevent damage during the period of time the property is under the control or in possession of the contractor.

4.8.5. Include a clause in all subcontracts to require subcontractors to comply with the safety provisions of this contract as applicable.

4.8.6. Record and report promptly (within one hour) to the contracting officer or designated government representative (GR), all available facts relating to each instance of damage to government property or injury to either contractor or government personnel.

4.8.7. In the event of an accident/mishap, take reasonable and prudent action to establish control of the accident/mishap scene, prevent further damage to persons or property, and preserve evidence until released by the accident/mishap investigative authority through the contracting officer.

4.8.8. If the government elects to conduct an investigation of the accident/mishap, the contractor shall cooperate fully and assist government personnel in the conduct of investigation until the investigation is completed.

4.8.9. Include a clause in each applicable subcontract requiring the subcontractor's cooperation and assistance in accident reporting and investigation.

4.9. Special Qualifications. The Contractor shall submit any commercial certifications and a reference of past performance on similar works performance to the existing as a means to verify experience in this field of work.

4.10. Continuation of Essential DOD Contractor Services During Crisis IAW DoDI 3020.37.

IAW AFI 63-124, para 2.7.1, and DODI 3020.37 this requirement is not considered mission essential.

4.11. Contract Restriction: In accordance with the Agreement of Defense and Cooperation between the Kingdom of Spain and the United States of America, any contract resulting from this notice/solicitation can only be entered into with companies authorized to carry out these activities in Spain under Spanish law. Companies must meet the requirements established by Spanish legislation for execution of Government works. In addition, in accordance with the Office of Defense Cooperation Policy Directive 400- 5 "(4) Spanish material, labor, and equipment must be used if permitted by the requirements of the contract specifications."

APPENDIX A

NICAL SPECIFICATION

APPENDIX A

SAFETY LINES

INDEX

1. SCOPE OF WORK

a. Metallic Structures

b. Protection Systems with Falls of Height

c. Steel Auxiliary Structure Painting

d. Auxiliary Means of Lifting and Working at Height

1. SCOPE OF THE WORK: The work consists of the assembly and installation of three of protection systems against falls from height. Inside building#121 and inside building#946 the systems will be anchored to an auxiliary metal structure attached to the existing structure. Outside building#121, the system will be a line prepared for the exterior area and will be anchored to an auxiliary structure to achieve height. Providing all labor, materials, facilities, transportation, equipment and services, according to the plans in Moron Air Base with the following requirements:

a. Metal Structure:

Metallic Anchor Structure (Interior Building#121 & Interior Building#946):

Supply and installation of metallic structure for anchoring safety line, composed of UPN 100 profiles, welded/bolted to the existing frame structure.

Use standard rolled steel profiles according to the provisions of the UNE EN 10025 standard, type S 275 JR. The anchors and screws will be of the same material, color and finish as the structure to be installed.

Welding shall be made in such a way that they are flush with surface and with a smooth finish. The realization of the welds, welding inspection and tests, will be done in accordance with the CTE DB-SE-A. The welded joints shall be made in such a way as to prevent the deformation of the parts to be joined.

Auxiliary Metallic Structure (Exterior Building#121):

Supply and installation of metallic auxiliary structure formed by two poles joined together to achieve necessary height where the safety line will be fixed. The length of the same will be 14 meters and is composed of profiles HEB100, HEB180 and IPE 140.

Use standard rolled steel profiles according to the provisions of the UNE EN 10025 standard, type S 275 JR.

The anchors and screws will be of the same material, color and finish as the structure to be installed.

Welding shall be made in such a way that they are flush with the surface and with a smooth finish. The realization of the welds, welding inspection and tests, will be done in accordance with the CTE DB-SE-A. The welded joints shall be made in such a way as to prevent the deformation of the parts to be joined.

b. Protection System Against Falling Height:

Suministro e instalación de dos líneas de vida sujetas a estructura metálica auxiliar de acuerdo a la siguiente normativa:

Supply and installation of safety lines attached to auxiliary metallic structure according to the following regulations

- Norma UNE 795/2012. “Protección contra caídas de altura. Dispositivos de anclaje.

Requisitos y ensayos"

- Especificación CEN/TS 16415:2013 “Equipos de protección individual contra caídas.

Dispositivos de anclaje. Recomendaciones relativas a los dispositivos de anclaje para ser utilizados por varias personas al mismo tiempo”.

It will be a system capable of stopping the fall of workers who are performing work at a height equal to or greater than 1.80 m.

Building#121, interior: will be a stainless steel line that will cross the bay along 23 meters in length. It will be fixed to the auxiliary metallic structure installed for this purpose, with a UPN profile so that it leaves free the space of the folding doors of the bay and the bridge crane. It will be formed by two harnesses and two retractable blocks, allowing the support of two workers per line.

Building#121, exterior: will be a stainless steel line for the exterior area of vehicle repair. The length of it will be 14 meters. It will be fixed to an auxiliary structure to achieve the necessary height.

Building#946, interior: Double system, one for each working lane, each safety line will have a length of 15 meters and will be fixed to the metallic structure designed to hold it. And it will be formed by two harnesses and four retractable blocks, allowing the support of two workers for each line.

The material used in the fall protection systems of height will be:

Terminal anchor: It will be screwed on the top plate of the pole or the special plate for walls with 4 screws. It will be made of AISI 316 stainless steel and will be provided with a pin screw to connect one end of the safety line.

Anchorage with shock absorber: It will be screwed on the top plate of the pole or to the special plate for walls.

It will be made of AISI 316 stainless steel and will be provided with an absorber spring pin with an eyelet for the connection of the other end of the safety life.

Intermediate anchor: It will be screwed on the top plate of the pole or the special plate for walls with 2 screws. It will be made of AISI 316 stainless steel and will allow the sliding carriage to pass without the need to undo it.

Traction spring: It will be made of AISI 316 stainless steel with holes in the ends to connect it to the different anchorages.

With it we will get extra cushioning when the safety line acts.

Translational carriage: Sliding through the steel cable, connecting the worker to the safety line. It will be made of AISI 316 stainless steel and will be provided with a mechanism to insert or remove it safely at any point on the safety line.

Safety line: Made with AISI 316 7x19+0 stainless steel cable with a diameter of 10 mm. The ends shall be terminated by an approved jaw system and a final cable protector. A closed fork-fork tensioner will be installed at one end.

Miscellaneous elements: Each safety line carries elements necessary for its correct installation and operation, such as: Tensioners, terminals for fixing and regulation, protectors, signs...

c. Steel Auxiliary Structure Painting:

Auxiliary steel structures to be installed, will be applied a two-component epoxy-polyamide primer with zinc phosphate, plus intermediate and final layer of two component acrylic polyurethane enamel.

d. Auxiliary Devices for Lifting and Height Working:

- Construction waste management.

- Machinery for hoisting and mobilization for auxiliary structures and systems against falling.

- Auxiliary means necessary for working at height.