06-1011_Statement_of_Work,_English_SC.pdf

PREPARED FOR

DEPARTMENT OF THE AIR FORCE

BY

VECTRUS SYSTEMS CORPORATION SUCURSAL EN ESPAÑA

496TH AIR BASE SQUADRON

ENGINEERING DESIGN SECTION

MORÓN AIR BASE, SPAIN

DESIGN-BUILD STATEMENT OF WORK (SOW) FOR:

PROJECT QUUG 06-1011, RENOVATE MSA COMPOUND

Prepared by: ____________________________________________________________________ Name: Antonio Menéndez Pasagali, CENDC Date: 01 May 2019

Name: Miguel Trujillo Fuentes, CENDA Date: 01 May 2019

Name: José María Zumárraga Carmona, CENDM Date: 01 May 2019

Name: Manuel Córdoba García, CENDE Date: 01 May 2019

Revised by: ____________________________________________________________________ Name: Shawn M. Connors, CEN Date: 01 May 2019

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INDEX OF CONTENTS

PART 1 GENERAL PROJECT DESCRIPTION

PART 2 PROJECT OBJECTIVES

PART 3 SCOPE

PART 4 DESIGN REQUIREMENTS

PART 5 PERFORMANCE TECHNICAL SPECIFICATIONS

PART 6 CONCEPT AND RECORD DRAWINGS

PART 7 PHOTOS

PART 8 SCHEDULE OF MATERIAL SUBMITTALS

PART 9 LIST OF SPECIFIC DESIGN CRITERIA

PART 10 SPECIAL CONDITIONS

PART 11 GENERAL CONDITIONS

PART 12 SMALL PROJECT DESIGN-BUILD PROGRESS SCHEDULES

ATTACHMENT A INTEGRATED NATURAL RESOURCES MANAGEMENT PLAN FOR

MORÓN AIR BASE

ATTACHMENT B FINAL GOVERNING STANDARDS FOR SPAIN, MAY 2014

ATTACHMENT C ARCHITECTURAL COMPATIBILITY PLAN

ATTACHMENT D GUARD SHACK MANUFACTURER’S INFORMATION

ATTACHMENT E PROJECT QUUG 16-1008B, RPR MUNITIONS ACCESS ROAD

DRAWING SET.

ATTACHMENT F PROJECT QUUG 16-1008B, RPR MUNITIONS ACCESS ROAD

TECHNICAL SPECIFICATIONS SET.

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PART 1 - GENERAL PROJECT DESCRIPTION

1. This project is intended to provide a full restoration and modernization of Morón AB (Spain) Munitions Storage Area (MSA) common infrastructure systems. The repairs shall provide adequate facilities in order to properly support and maneuver the installation’s full complement of munitions for future operations.

2. The MSA is located in the North-East area of the base, close to the Guadaíra river and it is enclosed by its own perimeter fence. The compound consists in various buildings and storage areas to provide the requirements for the mission, as well as several utilities for the buildings and transportation infrastructure (roads).

3. Morón’s MSA was constructed with the original base construction in the late 1950s.

No minor improvement projects have been carried out during the last 10 years, despite of numerous USAF contingency operations and USMC Special Purpose Marine Air-Ground Task Force (SPMAGTF) continued use since 2013 for interim storage and shipment of munitions downrange.

Heavy use, austere maintenance investments and age deterioration have impaired some of the existing infrastructure (i.e., roads, facilities and utilities). Required building systems are either non-existent (fire alarm), old or beyond economical repair due to differed maintenance and misuse. Some of the original pads and roads were originally constructed by means of rigid and flexible pavements, not meeting today’s needs. The guard shack, administrative facilities, and inert storage warehouses require full renovation in order for facilities to be complete and usable for intended use. Additionally, the current level of security does not meet basic standards dictated by DoD directives and Air Force instructions, nor is status quo conductive to preserving the useful life of systems, equipment and facilities.

4. Facilities to be repaired/modernized in this project include the Guard Shack (Bldg #1001), works related to the installation of a new ballistic equipment guard shack (Bldg 1001-T), the three inert storage buildings (#1004, #1005 and #1006), the two administrative buildings (#1002 and #1003), exterior high voltage electrical distribution (facility #3001) upgrade to provide additional resiliency as well as minor modifications to transformer vaults (bldgs. #1013, 1036 and 1080), replacement with LEDs of obsolete exterior electrical lighting fixtures (bldg. #3005), repairs to roads and pavements (facilities #1014 and #2006), sidewalks (facility #2015), sewer (facility 4001) and water (facility 2001) distribution systems repair and replacement as required, and modifications and repairs for storm drainage system (facility #2031).

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PART 2 - PROJECT OBJECTIVES

1. Provide a complete and fully operational facility/ies for the base needs in compliance with all applicable US, Spanish and NATO codes.

2. Provide an installation that incorporate maintainability and sustainable design principles.

3. Energy efficiency shall be incorporated into the design principles.

4. Provide a completed project with coordinated systems (structural, mechanical, civil and other applicable disciplines, if required).

5. Provide a complete project considering the ecological, physical and visual features of the site.

6. Project shall incorporate all necessary safety precautions in accordance with applicable safety standards.

7. Include proper training of Government personnel in the Operation and Maintenance (O&M) of new equipment installed, and provide fully developed O&M packages.

8. Low maintenance and non-use of hazardous substances are of primary importance.

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PART 3 - SCOPE

1. GENERAL: The work covered by this Statement of Work (SOW) consists in the design and build of the project, performing all necessary travels and furnishing all professional services, facilities, labor, equipment, materials, plants, transportation, specifications, detailed drawings and cost estimates that enable the Contractor to construct a complete and usable facility under a firm fixed price contract. The Contractor shall investigate site conditions, perform topographic surveys (geographic information system) at each facility and utilize manufacturer’s standard installation plans, specifications and drawings to the maximum extent feasible in developing the final design documentation necessary for obtaining Government approval. Any design change suggested by the Contractor to the SOW requires the approval of the Contracting Officer before its acceptance is given. The Contractor shall be responsible for the temporary markings, signs, markers and lights at the area affected by the construction and, if required, shall provide the flagmen, escorts and foreign object debris controllers during the work hours.

2. WORK DESCRIPTION: The construction works consist of, but are not limited to, the items indicated below, including the testing to be performed by independent laboratories for quality control. All items do not limit or reduce the Contractor’s responsibility to design and build all works as required by the project in order to provide a complete, operational and low-maintenance facility.

2.1. Facility #1001, Guard Shack and supporting facility #1001-T.

2.1.1. Civil Works

1. Construct a concrete pad for the new Security Forces Guard Shack (supporting facility) (construction work).

2. Construct a sidewalk around the new Security Forces Guard Shack (supporting facility) (construction work).

3. Construct a sidewalk around the existing Security Forces Guard Shack (repair work).

2.1.2. Architectural Works

1. Install Guard Shack (GFM) on concrete pad.

2. Perform minor selective demolitions.

3. Close enclosure openings left by old equipment.

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4. Perform general exterior skin repairs and finishes.

5. Perform general interior skin repairs and finishes.

6. Install exterior louver and screens.

7. Install aluminum operable AT/FP window and glazing.

8. Install exterior aluminum AT/FP glazed door and accessories.

9. Replace roof by a self-protected membrane walkable roof.

10. Construct roof insulation-slope of light concrete fill.

11. Install roof flashings, drip edge and wall joints.

12. Install gutters, downspout and splashes.

13. Install fall arresting system for roof.

14. Install interior standard door.

15. Install toilet and bath accessories.

16. Install identifying devices and lettering.

17. Apply interior pargeting to walls.

18. Replace wall tiles and finishes.

19. Apply paint and coating to interior walls.

20. Replace interior flooring.

21. Apply pargeting to ceilings.

22. Paint and stained ceiling.

2.1.3. Mechanical Works

1. Demolition and disposal of mechanical installations.

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2. Replace split HVAC unit.

3. Replace plumbing fixtures and toilet accessories.

2.1.4. Electrical Works

1. Demolition and disposal of electrical installations.

2. Renovate interior and exterior lighting with LED luminaires.

3. Renovate electrical distribution system.

4. Replace electrical service lines.

5. Provide electrical service line to new pad for installation of new UL 752 level III ballistic building equipment (GFM, bldg. #1001-T) from transformer substation #1080.

6. Construct communication lines ductbank to new bldg. #1001-T for fiber installation, if needed.

2.2. Facility #1002, MSA Administrative Building

2.2.1. Architectural Works

1. Perform minor selective demolitions.

2. Close enclosure openings left by old equipment.

3. Replace and seal window sills and door thresholds.

4. Perform general exterior skin repairs and finishes.

5. Perform general interior skin repairs and finishes.

6. Install exterior louver and screens.

7. Install aluminum operable AT/FP windows and glazing.

8. Install exterior aluminum AT/FP glazed doors and accessories.

9. Install exterior metal AT/FP solid doors and accessories.

10. Replace roof by a self-protected membrane walkable roof.

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11. Construct roof insulation-slope of light concrete fill.

12. Install roof flashings, drip edge and wall joints.

13. Install gutters, downspout and splashes.

14. Install fall arresting system for roof.

15. Construct fixed partitions.

16. Install interior standard doors.

17. Install interior fire rated door.

18. Install toilet and bath accessories.

19. Install identifying devices and lettering.

20. Install counters, bracking and supporting material.

21. Apply interior pargeting to walls.

22. Repair wall tiles and grouting.

23. Apply paint and coating to interior walls.

24. Repair, seal and paint concrete floor and joints.

25. Apply pargeting to ceilings.

26. Repair removable tile suspended ceiling as needed.

27. Paint and stained ceiling.

2.2.2. Mechanical Works

2. Replace HVAC equipment.

3. Provide minor repairs in toilet plumbing fixtures and accessories.

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2.2.3. Electrical Works

3. Renovate electrical distribution system.

4. Provide a new fire alarm system/mass notification system in the building with fire reporting capabilities to base Fire Station.

5. Replace electrical service lines.

6. Renovate communications interior installation.

2.3. Facility #1003, MSA Administrative Building

2.3.1. Architectural Works

2. Close enclosure openings left by old equipment.

3. Replace and seal window sills and door thresholds.

4. Perform general exterior skin repairs and finishes.

5. Perform general interior skin repairs and finishes.

6. Install exterior louver and screens.

7. Install aluminum operable AT/FP windows and glazing.

8. Install exterior aluminum AT/FP glazed doors and accessories.

9. Install exterior metal AT/FP solid doors and accessories.

10. Replace roof by a self-protected membrane walkable roof.

11. Construct roof insulation-slope of light concrete fill.

12. Install roof flashings, drip edge and wall joints.

13. Install gutters, downspout and splashes.

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14. Install fall arresting system for roof.

15. Construct fixed partitions.

16. Install interior standard doors.

17. Install interior fire rated door.

18. Install toilet and bath accessories.

19. Install identifying devices and lettering.

20. Install counters, bracking and supporting material.

21. Apply interior pargeting to walls.

22. Repair wall tiles and grouting.

23. Apply paint and coating to interior walls.

24. Repair, seal and paint concrete floor and joints.

25. Apply pargeting to ceilings.

26. Repair removable tile suspended ceiling as needed.

27. Paint and stained ceiling.

2.3.2. Mechanical Works

2. Replace HVAC equipment.

3. Provide minor repairs in toilet plumbing fixtures and accessories.

2.3.3. Electrical Works

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4. Provide a new fire alarm system/mass notification system in the building with fire reporting capabilities to base Fire Station.

5. Replace electrical service lines.

6. Renovate communications interior installation.

2.4. Facility #1004, Inert Storage Building

2.4.1. Architectural Works

2. Replace concrete column.

3. Clean and paint roof structural metal frame.

4. Close enclosure openings left by old equipment.

5. Repair enclosure ventilation louver openings.

6. Replace and seal louver sills and door thresholds.

7. Perform general exterior skin repairs and finishes.

8. Perform general interior skin repairs and finishes.

9. Install exterior louver and screens.

10. Upgrade overhead sectional door.

11. Install exterior metal AT/FP solid doors and accessories.

12. Repair and seal the single-ply roof membrane and elements.

13. Install gutters, downspout and splashes.

15. Repair, seal and paint concrete floor and joints.

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2.4.2. Electrical Works

1. Demolition and disposal of electrical installations.

2. Renovate interior and exterior lighting with LED luminaires.

2.5. Facility #1005, Inert Storage Building

2.5.1. Architectural Works

3. Clean and paint roof structural metal frame.

4. Close enclosure openings left by old equipment.

5. Repair enclosure ventilation louver openings.

6. Replace and seal louver sills and door thresholds.

7. Perform general exterior skin repairs and finishes.

8. Perform general interior skin repairs and finishes.

9. Install exterior louver and screens.

10. Upgrade overhead sectional door.

11. Install exterior metal AT/FP solid doors and accessories.

12. Repair and seal the single-ply roof membrane and elements.

13. Install gutters, downspout and splashes.

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2.5.2. Electrical Works

1. Demolition and disposal of electrical installations.

2. Renovate interior and exterior lighting with LED luminaires.

2.6. Facility #1006, Inert Storage Building

2.6.1. Architectural Works

3. Clean and paint roof structural metal frame.

4. Close enclosure openings left by old equipment.

5. Repair enclosure ventilation louver openings.

6. Replace and seal louver sills and door thresholds.

7. Perform general exterior skin repairs and finishes.

8. Perform general interior skin repairs and finishes.

9. Install exterior louver and screens.

10. Upgrade overhead sectional door.

11. Install exterior metal AT/FP solid doors and accessories.

12. Repair and seal the single-ply roof membrane and elements.

13. Install gutters, downspout and splashes.

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2.6.2. Electrical Works

1. Demolition and disposal of electrical installations.

2. Renovate interior and exterior lighting with LED luminaires.

2.7. Facility #2006, MSA Service and Connecting Roads, Igloo Unloading Hardstands and parking lot of bldg. no. 1012

2.7.1. Civil Works

1. Remove the traffic signs from the Service Road (repair work).

2. Remove the safety and munitions information signs from the Service Road (repair work).

3. Remove the traffic signs from the Connecting Road (repair work).

4. Remove the safety and munitions information signs from the Connecting Road (repair work).

5. Remove the traffic signs from the Igloo Unloading Hardstands (repair work).

6. Remove the safety and munitions information signs from the Igloo Unloading Hardstands (repair work).

7. Remove the traffic signs from the parking lot of bldg. no. 1012 (repair work).

8. Remove the safety and munitions information signs from the parking lot of bldg. no. 1012 (repair work).

9. Sawcut the joints of the pavement to be repaired with the pavement to be remained (repair work).

10. Repair the existing traffic lanes of the Service Road replacing the asphalt pavement with a new one (repair work).

11. Repair the existing traffic lanes of the Connecting Road replacing the

SOW 19 of 136 asphalt pavement with a new one (repair work).

12. Repair the Service Road shoulders replacing and improving the pavements (repair work).

13. Repair the Connecting Road shoulders replacing and improving the pavements (repair work).

14. Repair the Igloo Unloading Hardstands replacing the concrete pavement with a new one, including the installation of prefabricated concrete drain channel curb (repair work).

15. Repair the concrete parking lot of bldg. no. 1012 (crack sealing, joint resealing, partial depth patching, full depth patching, joint and corner spalling, large patch/utility cut repair), including the installation of prefabricated concrete drain channel curb (repair work).

16. Install prefabricated concrete drain channel curb along the sides of the parking lot of bldg. no. 1012 (repair work).

17. Demolish the abandoned driveway located between bldg. no. 1008 and the MAC Access Road (repair work).

18. Fill the area of the abandoned driveway located between bldg. no. 1008 and the MAC Access Road after its demolition with natural soil (repair work).

19. Install the traffic signs from the Service Road (repair work).

20. Install the safety and munitions information signs from the Service Road (repair work).

21. Install the traffic signs from the Connecting Road (repair work).

22. Install the safety and munitions information signs from the Connecting Road (repair work).

23. Install the traffic signs from the Igloo Unloading Hardstands (repair work).

24. Install the safety and munitions information signs from the Igloo Unloading Hardstands (repair work).

25. Install the traffic signs from the parking lot of bldg. no. 1012 (repair work).

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26. Install the safety and munitions information signs from the parking lot of bldg. no. 1012 (repair work).

27. Paint the markings on the Service Road (repair work).

28. Paint the markings on the Connecting Road (repair work).

29. Paint the markings on the Igloo Unloading Hardstands (repair work).

30. Paint the markings on the parking lot of bldg. no. 1012 (repair work).

31. Landscaping of the surface of the filled area after the demolition of the abandoned driveway (repair work).

2.8. Facility #2006, MSA Access Road

2.8.1. Civil Works

1. Repair the MSA Access Road in accordance with the designed project QUUG 16-1008B, RPR Munitions Access Road (repair work).

2.9. Facilities #1014, Parking lot of bldg 1002, 1003, 1004, 1005 and 1006

2.9.1. Civil Works

1. Remove the traffic sign from the parking lot of bldg. no. 1002 and 1003

2. Remove the safety and munitions information signs from the parking lot of bldg. no. 1002 and 1003 (repair work).

3. Remove the traffic sign from the parking lot of bldg. no. 1004, 1005 and 1006 (repair work).

4. Remove the safety and munitions information signs from the parking lot of bldg. no. 1004, 1005 and 1006 (repair work).

5. Sawcut the joints of the pavement to be repaired with the pavement to be remained (repair work).

6. Repair the existing parking lot of bldg. no. 1002 and 1003 replacing the asphalt pavement with a new one, including the installation of rubber wheel stops and prefabricated concrete drain channel curb (repair work).

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7. Repair the concrete parking lot of bldg. no. 1004, 1005 and 1006 (crack sealing, joint resealing, partial depth patching, joint and corner spalling repair, large patch/utility cut repair, etc.) (repair work).

8. Install prefabricated concrete drain channel curb along the sides of the parking lot of bldg. no. 1002 and 1003 (repair work).

9. Install prefabricated concrete drain channel curb along the sides of the parking lot of bldg. no. 1004, 1005 and 1006 (repair work).

10. Install the traffic sign from the parking lot of bldg. no. 1002 and 1003 (repair work).

11. Install the safety and munitions information signs from the parking lot of bldg. no. 1002 and 1003 (repair work).

12. Install the traffic sign from the parking lot of bldg. no. 1004, 1005 and 1006 (repair work).

13. Install the safety and munitions information signs from the parking lot of bldg. no. 1004, 1005 and 1006 (repair work).

14. Paint the marking on the parking lot of bldg. no. 1002 and 1003 (repair work).

15. Paint the markings on the parking lot of bldg. no. 1004, 1005 and 1006 (repair work).

16. Install rubber wheel stops at the parking lot of bldg. no. 1002 and 1003

2.10. Facility #2015, Sidewalks.

2.10.1. Civil Works

1. Replace the existing concrete sidewalks located around bldg 1002 and 1003 with new concrete sidewalks (repair work).

2. Replace the existing concrete sidewalk connecting bldg. no. 1002 and 1003 with a new one (repair work).

3. Install curbs at the concrete sidewalk connecting bldg. no. 1002 and 1003 (repair work).

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2.11. Facility #2031, Storm Drainage.

2.11.1. Civil Works

1. Demolish the culvert located between bldg 1008 and the MAC Access Road (repair work).

2. Replace the two culverts located at the northwest side of the MSA area with a new one (repair work).

3. Repair, replace and improve the drainage of the MSA area, including the construction of ditches, swales, trench drains, catch basins, manholes/handholes, culverts and concrete rip-rap, if required (repair work).

2.12. Facility #2001, Water Distribution.

2.12.1. Mechanical Works

1. Replace and upgrade water distribution system.

2.13. Facility #4001, Sanitary Sewer.

2.13.1. Mechanical Works

1. Replace and upgrade exterior sewer system for buildings 1001, 1002 & 1003.

2. Provide and install new sewer system for building 1012 and connect to the general sewer system.

3. Provide and install complete sewage lift station for building 1012.

2.14. Facilities #1013, #1036, 1080 & 3001, Electrical Secondary Substations and underground primary electrical line.

2.14.1. Civil Works

1. Construct four concrete pads for the new permanent emergency generators with Automatic Transfer Switches (supporting facilities IDAs #6013, #6021, #6024 & #6036).

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2.14.2. Electrical Works

1. Construct a new underground High Voltage incoming feeder line to the MSA compound from feeder #4 so the MSA can be served from either one feeder.

New pre-cast concrete building may be needed to house additional high voltage switching equipment to feed the compound from feeder #3 or #4, or even back-feeding one from the other.

2. Modifications/updates required by current regulations in existing transformer sub-stations as a result of buildings’ renovations, new service line to bldg.

#1001-T, installation of Surge Protective Devices in the transformer sub-stations’ panelboards and incorporation of exterior security lighting (fence lighting) control panel functionalities inside the transformer sub-stations for ease of maintenance.

3. Replace low voltage panelboards in transformer substations to include control of exterior perimeter lighting, new exterior perimeter and floodlight provisions for MAC pad and extension of security fence lighting to it (under a separate project) in bldg. #1013, and new service lines for bldg. #1001-T in bldg. #1080.

4. Provide new permanent emergency generators with Automatic Transfer Switches for pole-mounted transformers feeding facilities #1015 to #1021, #1025 to #1028 and in facilities #1013 and #1036 to provide emergency power to the munitions storage facilities.

2.15. Facility #3005, Exterior Lighting.

2.15.1. Electrical Works

1. Demolition and disposal of existing lighting fixtures and accessories.

2. Replace existing lighting fixtures with new LED projectors to provide at least, minimum illuminance values required for the security of the compound.

Existing poles are to be re-used. Ballasts, fuses and wiring shall only be re-used if deemed in good condition and suitable for the new installation.

3. Repair light poles grounding.

4. Replace control panel and associated wiring in building #1001 with up-to-date controls, to be located in a location to be determined (probably bldgs. #1001 or #1001-T).

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2.16. Miscellaneous

1. Testing and Commissioning.

2. Delivery of As-built drawings.

3. Delivery of DD 1354.

4. Delivery of Spatial Data.

3. SITE AVAILABILITY:

3.1. The Contractor shall coordinate with the Contracting Officer or authorized representative for site visits with a minimum of ten (10) working days in advance. The attendance to the site visit prior to the design phase commencement is mandatory.

3.2. The Contractor is responsible to investigate the site as needed to complete the project.

The Contractor shall follow all instructions to comply with the base access requirements and restrictions on the MSA area.

4. PROJECT PHASING: The Contractor shall plan and execute all works in strict adherence to phase completion requirements provided by the Government below. The two general phases of the project shall be the Design Phase and the Construction Phase. A notice to proceed (DNTP) for the design phase and, upon request to the Contractor Officer, a notice to proceed (CNTP) for the construction phase will be issued. The construction phase shall consider the phasing plan required to perform works with minimum interferences to Base operations and security, including a Construction Phasing Plan. For construction phasing purposes, consider that only one of the administrative buildings #1002 and #1003 and one of the inert storage buildings #1003, #1004 and #1005 can be renovated at the same time, allowing the Government to move ongoing operations to the other facilities while the renovation takes place. All flexible pavements works under this project (roads, driveways, etc) shall be performed in the last phase of the construction. The estimated project phases (not to exceed days) will be as follows (see next page):

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Milestones Periods

Contract Award – Notice To Proceed (NTP).

Kick-off meeting Any time within DNTP and DNTP+30 calendar days.

Topographic surveys DNTP + 30 calendar days 35% Design Review Submittal Preparation DNTP + 60 calendar days.

35% Design Review and Approval DNTP + 90 calendar days.

65% Design Review Submittal Preparation DNTP + 145 calendar days.

65% Design Review and Approval DNTP + 235 calendar days.

95% Design Review Submittal Preparation DNTP + 325 calendar days.

95% Design Review and Approval DNTP + 355 calendar days.

100% Design Review Submittal Preparation DNTP + 375 calendar days.

100% Design Review and Approval DNTP + 395 calendar days.

Construction Notice To Proceed Construction Performance Period CNTP + 545 calendar days.

4.1. The total performance period proposed for this project, 940 calendar days, including the design, the preconstruction, construction and finish activities and average inclement weather days, is for information purposes only. Contractors should request a CNTP from the Contracting Officer when preparing to mobilize for construction, the CNTP can be requested before design has been finalized. The Contractor shall provide his proposed performance period with his response to this scope of work showing the same breakdown items shown above.

4.2. The Government design review continues through the 100% design to provide direction, as pertaining, to the quality and content of the documents.

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PART 4 - DESIGN REQUIREMENTS

1. PROJECT DESIGN:

1.1. The project design shall be performed by a certified A-E firm hired for this project by the Contractor, regularly engaged in projects of similar size and type, whose design meets Spanish, US and NATO regulations. The A-E shall provide a comprehensive description of the project to be designed under this contract. The description of the project shall be prepared in sufficient detail to clearly describe all functional requirements and minimize design changes. During the progress of the work, the A-E may expect minor changes in criteria within the general scope of the project and shall make necessary adjustments accordingly. The 35% design submission is intended to clarify and establish specific requirements of project.

1.2. The project submitted by the A-E Firm shall represent the best engineering solution possible providing a complete and usable installation. All work must be in accordance with current criteria, guides and specifications established by the Spanish, US and NATO regulations.

2. ENVIRONMENTAL CRITERIA: The Integrated Natural Resources Management Plan for Morón Air Base and the Final Governing Standards (FGS) for Spain shall be followed to assure final design meets all environmental requirements.

3. SERVICES. The services to be performed and project documents to be provided to the Government shall include the following:

1. Design analysis.

2. Technical specifications.

3. Drawings.

4. Cost estimates.

5. Design conferences, site inspections and investigations (to include minutes of all meetings).

4. KICK-OFF MEETING: Before beginning the design and within 30 days of contract award, the Contractor shall review current criteria, guides and specifications, make a thorough study of conditions at the site and the requirements of the project. A kick-off meeting shall be held by the Contractor with the members of the Base and Government representatives to clarify the functional requirements to be met and the scope of the work. Any conflict shall be brought to the attention of the Contracting Officer. The expected outcomes of this meeting are:

1. Integrate the Contractor and all Base and Government representatives

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2. Achieve consensus from the project team on any issues and concerns with the Contractor's technical proposal and the User's functional requirements.

Confirm the design is within the project budget.

3. Establish and explain policies and procedures for completion of a successful project.

4. Establish clear lines of communication and points of contact for Government and Contractor team members.

5. Establish project design schedule, design submittal packaging, and preliminary construction schedule including the main activities related to the construction of this project foreseen at this stage.

6. Discuss design milestones and events.

7. Establish clear expectations and schedules for facility turnover, providing asset management records, O & M submittals, and training of Government maintenance personnel.

8. Establish procedure for design packages reviews, Contractor's resolution to comments, and Government's role in review of packages.

5. DELIVERABLES: The submission requirements at the different design review milestones shall be as indicated below.

5.1. First Submittal: This submission to the Contracting Officer or authorized representative shall be at approximately the 35 percent stage of completion (see requirements in table below). The Contracting Office or its authorized representative shall furnish the A-E with the comments and corrections from the 35% review package to be incorporated in the subsequent submission.

5.2. Second Submittal: This submission to the Contracting Officer or authorized representative shall be at approximately the 65 percent stage of completion. The documents in the table below shall be provided as deemed necessary to convey the design intention in a construction contract. Likewise, comments and corrections shall be provided, after revising the package, to be included in the third submission.

5.3. Third Submittal (Pre-Final). This submission (95 percent) shall be essentially complete from A-E viewpoint and shall include information in sufficient detail of all phases of the work to provide a complete technical submittal. The intent of this submission is to prevent premature time-consuming reviews of incomplete drawings and specifications. All submittal data, including

SOW 29 of 136 plans and specifications, shall be date stamped with the date of submittal. An incomplete submittal shall not be accepted. Engineering calculations shall be legible, neatly arranged, bound and indexed.

The A-E's name and the project title shall be shown, as well as Contractor’s name. Design data shall be clearly stated, and where unconventional design methods or formulas are employed, reference sources shall be cited. Specifications for the third submission (95%) shall be complete, with all elements thoroughly checked and coordinated with the drawings and with sufficient detailed information to permit accurate construction of the project. The third submission shall incorporate all comments of the previous submission. Particular emphasis shall be placed on coordination of the different disciplines where parts of the design are subcontracted. The Contracting Office or its authorized representative shall furnish the A-E with the comments and corrections to be included in the final submission following the review of the third submittal.

5.4. Final Submittal Project Design. The final submission (100%) shall incorporate the corrections and clarifications noted on the third submission or an explanation provided for not doing so.

5.5. Table of Deliverables:

Document Description Number Required

35% Design Submission Basis of Design/Design Analysis

Description of design criteria, principles and codes applied and results of calculations, tests and other information pertinent to the design of the project organized and detailed sufficiently to permit easy selection of the appropriate guide specifications.

3 bound copies

Outline Specifications Draft specifications at this level. The outline specifications shall list all basic construction items and specific types of materials. The outline specification shall describe any special conditions of service and site conditions inherent in the project.

3 bound copies

Drawings Sketches/plans including site plan, perspective, floor plans, and elevations required for the project.

3 sets (full size)

GIS/topographic survey

General area and location of all built-in equipment shall be shown. General location of utilities connections shall be shown.

3 bound copies

Preliminary cost estimate (rough order of magnitude)

A cost analysis of various structural, mechanical and electrical systems shall be included.

3 bound copies

Design review meeting minutes

Minutes of the design review meeting shall be distributed within 5 workdays after each meeting.

3 signed copies and 1 electronic copy

65% Design Submission

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Basis of Design/Design Analysis

Further development of previous up to this stage of design.

3 bound copies

Specifications Preliminary specifications in sufficient detail to permit a thorough review, English version only.

3 bound copies

Drawings Cover sheet - project location maps, drawing index, site plans. Civil, Architectural, Mechanical, Electrical and Communication drawings: Telephone/data lines, external conduits and cables, manholes/handholes, and other utilities drawings (lighting, fire hydrant piping, etc.) affecting works.

3 sets (full size)

GIS/topographic survey

Where GIS or topographic studies have been made. 2 bound copies

Cost estimate Itemized cost estimate shall be provided summarized by the major work categories.

3 bound copies

Comments on 35% submission

Annotated prints and comments on the 35% submission shall be returned with this submission. This can be included in the basis of design/design analysis as an attachment.

3 bound copies

Design review meeting minutes

Minutes of the design review meeting shall be distributed within 5 workdays of each meeting.

3 signed copies and 1 electronic copy

95% Design Submission Basis of Design/Design Analysis

Further development of previous up to this stage of design, including all civil, structural, mechanical and electrical calculations, including short circuit calculation, load calculations, and lighting calculations if needed, hydraulic, among others. Engineering calculations shall be legible, neatly arranged and indexed.

3 bound copies

Specifications Full specifications including Spanish translations. The content of each translated page shall be the same as each page of the English version of the specification.

Separate volumes by language.

3 bound copies

Drawings Drawings, at this stage, shall include Spanish translations.

3 sets (full size) plus cover sheet on Mylar

GIS/topographic survey

Where GIS or topographic studies have been made. 2 bound copies

Cost estimate Itemized cost estimate shall be provided summarized in the form named Construction Cost Estimate Breakdown

3 bound copies

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Comments on 65% submission

Annotated prints and comments on the 65% submission shall be returned with this submission. This can be included in the basis of design/design analysis as an attachment.

3 bound copies

Electronic copies All drawings, specifications and other project documents shall additionally be on a CD-ROM or DVD-ROM utilizing Adobe PDF, MS WORD 2016 and AUTOCAD 2015 or higher. Drawings shall be on a separate CD-ROM or DVD-ROM than the rest of the documents and in both AutoCAD and Adobe PDF formats.

3 each

Design review meeting minutes

Minutes of the design review meeting shall be distributed within 5 workdays of each meeting.

3 signed copies and 1 electronic copy

100% Design Submission Basis of Design/Design Analysis

Further development of previous up to this stage of design, including all civil, structural, mechanical and electrical calculations, including short circuit calculation, load calculations, and lighting calculations if needed, hydraulic, among others. Engineering calculations shall be legible, neatly arranged and indexed.

5 bound copies

Specifications Final specifications including Spanish translations. The content of each translated page shall be the same as each page of the English version of the specification

5 bound copies

Drawings Drawings shall include proper signatures. 5 sets (full size)

GIS/topographic survey

Where GIS or topographic studies have been made. 2 bound copies

Cost estimate Signed original of final cost estimate (Construction Cost Estimate Breakdown)

Signed original and 3 copies

Comments on 95% submission

Annotated prints and comments on the 95% submission shall be returned with this submission. This can be included in the basis of design/design analysis as an attachment.

5 bound copies

Electronic copies All drawings, specifications and other project documents shall additionally be on a CD-ROM or DVD-ROM utilizing Adobe PDF, MS WORD 2016 and AUTOCAD 2015 or higher. Drawings shall be on a separate CD-ROM or DVD-ROM than the rest of the documents and in both AUTOCAD and Adobe PDF formats. All other documents shall be provided in both

3 each

SOW 32 of 136 the original format and in Adobe PDF. Final CD-ROM or DVD-ROM for drawings and specifications must be labeled as follows:

Project name and location Date Project Number A-E Firm Contractor's Name Drawing numbers Virus scanner person’s name

Other All computations, studies and other significant material shall be bound in book form for the final submittal.

The annotated prints and comments on pre-final submission.

2 bound copies

5.6. Appropriate Signatures. Each final drawing shall be signed by the Designer of Record (DOR). The project shall be validated by the organizations of Morón Air Base involved on the project with a signature on the cover sheet. To expedite this process the A-E shall send the original drawing of the cover sheet on polyester with the third submission and it shall be returned to the A-E prior to the final submission with the required signatures.

5.7. Project Drawings Final Submission. Project drawings shall be final and complete with all elements thoroughly checked and coordinated. All elements of the work shall be properly coordinated to insure that there are no conflicts between all portions of the work. Particular emphasis shall be placed on this coordination when certain elements of the design are performed under sub-contract to the A-E contract. Drawings shall be prepared in order to avoid errors, omissions, inadequacies or conflicts with the specifications. Applicable parts of the following design data shall be shown on the drawings.

5.8. Format for Drawings:

5.8.1. AUTOCAD Requirements: All designs shall be accomplished in AUTOCAD 2015 or higher and shall be submitted on CD ROM and in one set of Mylar reproducible.

5.8.2. Size of Drawings: The A-E shall use drawing size DIN A-1 841 mm x 594 mm in all cases unless specifically directed to use another size.

5.8.3. Lettering and Shading: The minimum size lettering on all project drawings shall be

2.5 mm high. Make minimum gap between lines equal to one-half the letter height. Shading is not acceptable.

5.8.4. Scales: Locate it directly under the title of each plan, elevation, section and detail and shall be an indication of the scale of the object drawn (example: SCALE 1:100) on the metric system

SOW 33 of 136 unless otherwise approved. In addition to the conventional scales, and directly to the left of the title block, shall be a series of graphic scales, which shall include every scale used on the sheet. Scales shall be placed in sequence according to size with the smallest uppermost. If it is not sufficient to place all scales on one sheet, each sheet must be treated independently, as the drawings used usually are reduced in size and not always at scaled. For these reasons, it is imperative that graphic scales be shown.

5.8.5. Title Blocks: Sample of title block is available at Morón Air Base, Bldg. 202, Design Section.

5.8.6. Arrangement of Drawings: Drawings shall be arranged and comply with the A/E/C CAD Standard – Release 5.0, prepared by the CAD/BIN Technology Center.

5.8.7. Register number: All drawing sheet shall be incorporated in its title box the register number record provided by Morón Air Base Civil Engineering specific for each project.

5.8.8. Drawing Orientation: The orientation of drawings shall be arranged with North toward the top (or left edge, if better suited) of the plotted sheet and perpendicular to the sheet borderline. On individual sheets, if the shape of the area dictates, the North symbol can be oriented between these directions to accommodate the site. For example, on drawings having excessive longitudinal but limited lateral dimensions, such as those for roads and railroads, the North symbol can be oriented obliquely to make the best use of available space. All drawings of the same discipline shall be consistent in orientation in so far as practicable.

5.8.9. GIS Master Plan: Coordinate with Geobase office for requirements on GIS drawings and obtaining initial site plans for GIS survey.

5.9. Requirements for Project Specifications:

5.9.1. Project Specifications Preparation. The project specifications form a part of the contract documents. Project specifications shall be as brief as possible, definite, and free of ambiguities and omissions, which might result in controversies and subcontractors' claims for additional compensation. For construction projects, which involve interruptions of existing facilities operations or major utility usage, it is the Contractor's responsibility to discuss the required outages and interruptions with the Contracting Officer or authorized representative and operations personnel to establish a construction schedule for these interruptions in the contract specifications. In order to provide conformity in reproduction of specifications, it is requested that all sketches, which are to be bound as a page in the specifications, be drawn on a sheet of A4 page size with 1.25 mm margin on all sides.

5.9.2. Standard Specifications. The guideline for the specifications shall the Unified Facilities Guide Specifications (UFGS). Maximum use shall be made of standard specifications, materials and methods of construction available in Spain (for example, UNE, CÓDIGO TÉCNICO DE LA EDIFICACIÓN, PLIEGOS DE CONDICIONES DEL MOPU, among others). Federal and

SOW 34 of 136

Military Specifications and other standards such as ASTM, ASME, AASHO shall not be used if the products or the methods described are not available in Spain or are not common practice in the local construction industry, unless there is a requirement for use of such product or method (ie; U.S.

standard electrical devices). In general, the materials shall meet all necessary requirements and be specified briefly in the project specifications.

5.9.3. Spanish Translation of Specifications: It is a requirement to submit a Spanish translation of project specifications. Project drawings shall contain both the English and Spanish versions.

5.10. Cost Estimate Requirements: It shall provide a detailed breakdown of all items required for the construction project based on this design. The Construction Cost Estimate Breakdown shall be developed, at least, in accordance with the divisions of the UFGS, and marked "For Official Use Only". Cost estimates shall be prepared separately for each funding source category. Summary sheets of not more than 4 pages shall be provided.

5.11. Correspondence: The Contractor shall forward all correspondence pertaining to this contract to the Morón Air Base Contracting Officer or authorized representative including submittal packages, minutes of meeting and all pertinent documents. The only exception to this requirement is the 100% submittal, which shall be delivered directly to Civil Engineering of Moron Air Base.

5.12. Minutes. The Contractor is responsible for recording, typing, and preparing the meeting minutes of all pre-design and design review conferences for their distribution.

6. COORDINATION The Contracting Officer or authorized representative, in coordination with his technical representative, shall establish liaison between the Contractor and all U.S. Government agencies for general and detailed technical information necessary to completing the terms of the contract. The Contracting Officer or authorized representative, in conjunction with the technical representative, shall assist the Contractor to gain access to Base and facilities necessary to complete the terms of the contract.

7. MATERIALS TO BE MADE AVAILABLE BY THE GOVERNMENT PRIOR TO

DESIGN START: The Government shall provide access to the Contractor to the following materials prior to design start:

1. Existing record drawings.

2. Government publications and criteria shall be available for review, during normal duty hours, at the Base Civil Engineering Office, Bldg 202, of Moron Air Base, Spain.

3. One copy of the facility as-built drawings necessary for design.

4. Project, project register number, title block and drawing frame to be

SOW 35 of 136 used for final contract drawings in AutoCAD 2015 file.

5. Key Map of Spain, Vicinity Plan, Base Map, Reference Key, logos, drawing schedule table and project coordination table for the cover sheet in AutoCAD .2015 file.

6. AutoCAD seed files, color table, font resource files used for the creation of AutoCAD design files.

7. A sample of Cover Sheet and Second Sheet. These samples are to be strictly adhered to when formatting the cover and second sheets for each project. The Contractor shall be required to edit the list of abbreviations.

8. Vicinity, Location and Base information for the project location in ESRI (Environmental Systems Research Institute) Geodatabase, as well as reference control points in UTM WGS84 coordinates system.

9. Submittal Sheet for project design packages.

10. Standard specification cover sheet.

11. Files of existing site and facilities’ plans, details and utility plan files shall be made available to the Contractor. The Contractor shall research the files of all applicable drawings and generate a list of any document that is deemed necessary. The Government shall provide copies of the drawings within 72 working hours of the Contractor's request. All provided drawings in either hard copy or digital drawing file formats are record drawings and not as-built drawings. Air Force record drawings are from past construction projects that may not reflect the true as-built condition. The Air Force shall provide one full size copy of each drawing required. Any additional copies of any one particular drawing shall be at a reduced scale, normally half size.

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PART 5 - PERFORMANCE TECHNICAL SPECIFICATIONS

1. CIVIL WORKS

1.1. The pavement of the existing road shall be asphalt. The daily average intensity of heavy traffic on the pavement shall be 8-10 (T41 category in accordance with the Spanish "Norma 6.1-IC, Secciones de Firme"). The expected vehicles running on the pavement shall be 50K forklifts, tractor/trailer combination, 40 ft trailers and 40 ft length fire trucks. The traffic characteristic data would be approximately length 60 ft, width 96 in, maximum load weight 40,000 lbs and gross vehicle weight 53,400 lbs.

1.2. The pavements around building number 1004, 1005, 1006 and 1012 and the pavements of the Igloo Unloading Hardstands are rigid.

1.3. The markings shall comply with the Spanish "Norma 8.2-IC, Marcas Viales" and "PG- 3, Pliego de Prescripciones Técnicas Generales para Obras de Carreteras y Puentes". The markings shall be type P (permanent), type II RR (marking designated specifically for keeping the retroreflection on dry, wet and rain conditions) and durability class P6 or P7. The paint shall be acrylic water-base. The markings shall be painted 30 calendar days at least after the last paving day.

1.4. The traffic signs shall comply with the Spanish "Norma 8.1-IC, Señalización Vertical", "Norma 8.3-IC, Señalización de Obra" and "PG-3, Pliego de Prescripciones Técnicas Generales para Obras de Carreteras y Puentes". The retroreflection type of the signs shall be RA3-

ZC.

1.5. The information signs related to safety and munitions shall comply with the Air Force Manual (AFMAN) 91-201, Explosives Safety Standards, and the Allied Ammunition Storage and Transport Publication (AASTP) 1, North Atlantic Treaty Organization (NATO) Guidelines for the Storage of Military Ammunition and Explosives.

1.6. The drainage of the MSA area enclosed by the existing fence shall comply with the Spanish "Norma 5.2-IC, Drenaje Superficial" and the rainwater shall be discharge to existing ditches or Guadaíra River, if required. Provide the adequate drainage at the area enclosed by the existing MSA fence, including the construction of ditches, swales, trench drains, catch basins, manholes/handholes, culverts and concrete rip-rap.

2. ARCHITECTURAL WORKS

2.1. Demolition works shall be carried out in accordance with Real Decreto 105/2008 Producción y Gestión de los Residuos de Construcción y Demolición, Ley 22/2011, de 28 de Julio, de Residuos y Suelos Contaminados and Orden MAM/304/2002 Operaciones de…