Attachment_1_-_English_Specifications.pdf

PREPARED FOR DEPARTMENT OF THE

AIR FORCE

BY

VINNELL-BROWN & ROOT

ENGINEERING DESIGN SECTION

MORÓN AIR BASE

TECHNICAL PROVISIONS & SPECIFICATIONS FOR:

WORK REQUEST #15169

CONSTRUCT CONCRETE SLAB AND ERECT LAMS SHELTER

Prepared by: ___________________________________________________________________ Name: Miguel Trujillo Fuentes, CENDA Date: 11 Feb 15

Name: José María Zumárraga Carmona, CENDM Date: 11 Feb 15

Name: Manuel Córdoba García, CENDE Date: 11 Feb 15

Approved by:___________________________________________________________________ Name: John L. Breeden, P.E., CEN Date: 11 Feb 15 Chief, Engineering and Construction

Validated by:___________________________________________________________________ Name: Christopher J. Mayor, Capt, USAF Date: 11 Feb 15 Base Civil Engineer

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WR #15169- Page 3

SCOPE OF WORK

TABLE OF CONTENTS

SECTION PAGE

1. SCOPE OF WORK, DRAWINGS AND SPECIAL CONDITIONS 4

2. GENERAL CONDITIONS 7

3. APPENDICES 23

A. Acronyms & Abbreviations List

B. Shipping List

C. Shelter Manufacturer Drawings 14-0189

D. Shasta Shelter FTS-100 Military Series Technical and Maintenance Manual

E. Earthwork for Structures and Pavement

F. Cast-in-place Concrete

G. Joint Seal for Concrete Slabs and Slab Joints

H. Finishes

I. Water Pipes and Accessories

J. Underground Electrical Transmission and Distribution

K. Trane TSC120E Packaged Electric/Electric 3-10Ton Installation, Operation and

Maintenance Manual

WR #15169- Page 4

1. SCOPE OF WORK, DRAWINGS AND SPECIAL CONDITIONS

1.1. SCOPE OF WORK: The scope of work consists of the furnishing of all the labor, materials, plants, transportations, equipment and services to accomplish all the work in strict accordance with the drawings and specifications and complete and ready for use under a firm fixed price construction contract.

1.1.1 Site preparation works:

1.1.1.1 Clean and clearing the shelter site place.

1.1.1.2 Excavate down to the concrete slab laying level.

1.1.1.3 Compact the subgrade to obtain the 90% PM.

1.1.1.4 Perform the trench excavation to obtain the setting level of the wall ring.

1.1.1.5 Clean, level and compact to 90% PM the bottom of the wall ring trench.

1.1.1.6 Provide and pour lean concrete layer in the bottom of the wall ring trench.

1.1.1.7 Provide material and construct the reinforced concrete wall ring.

1.1.1.8 Provide and install the geotextile on the entire setting surface of the concrete slab.

1.1.1.9 Provide, extend and compact to 90% PM a 8” thick crushstone aggregate layer.

1.1.1.10 Provide and install a 400 ga polyethylene layer.

1.1.1.11 Provide material and construct the reinforced concrete floor slab.

1.1.1.12 Provide material and seal the expansion and retraction joints.

1.1.1.13 Provide material and install resilient sheet sport flooring system and markings.

1.1.2 Plumbing works:

1.1.2.1 Demolish the existing underground irrigation PVC line and sprinklers affected by the new floor slab installation.

1.1.2.2 Install new underground irrigation PVC water line and connect to the existing line, including excavation, testing, disinfection, fill and compaction.

1.1.3 Electrical Service:

1.1.3.1 Installation of new service line and circuit breaker from existing transformer center.

1.1.3.2 Trench and fill electrical service line and install manholes and concrete outdoors panelboard for building power supply.

1.1.3.3 Install conduits below paved sidewalk by means of directional boring.

1.1.3.4 Install feeder lines to load center and HVAC units below concrete slab.

1.1.3.5 Install grounding system.

1.1.3.6 Properly terminate conduits in load center and HVAC units to be serviced.

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1.1.3.7 Protect existing conduits for baseball scoreboard control with lean concrete.

1.1.3.8 Perform load analysis for one month and install electric heaters according to results obtained.

1.1.4 GFM Installation:

1.4.1 Installation of Government Furnished Shelter. The Contractor shall follow provided manufacturer’s installation instructions. In case of doubts or concerns regarding the interpretation of this manual, the Contractor shall be responsible for contacting the shelter manufacturer directly in order to get the necessary information for installation. If so required for proper installation, the Contractor shall be responsible for any required technical support for tent erection from manufacturer.

1.1.5 Final testing.

1.1.6 Final cleaning.

1.1.7 Delivery of As-Built drawings.

1.1.8 Delivery of Spatial data.

1.2. PERFORMANCE PERIOD: The performance period for the completion of the entire work ready for use, including from the preconstruction through the finish works and delivery of close-out documentation, is 90 calendar days, including an average inclement weather days.

1.2.1 It shall be the sole responsibility of the Contractor to ensure all required submittals are submitted to the Contracting Office for approval in a timely manner which shall not incur any delay in completion of the project. Materials or equipment requiring long lead time for procurement and delivery shall be included in the period of performance. Delay in delivery/procurement will not justify an extension of the period of performance.

1.2.2 Contractor shall submit a Construction Schedule:

1.2.2.1 The Construction Schedule shall include a Gantt chart showing each task, including its description, identification number, duration in calendar days, earliest start and finish dates and the predecessor and following task identification numbers, the critical path and the float that a task in the project network can be delayed without causing a delay to the subsequent task (free float) and to the project completion date (total float). The critical path shall be shown by means of a red color line and the float by means of black line after the predecessor task bar.

1.2.2.2 The Construction Schedule shall show the whole week, from Monday through Sunday. The labor days shall be from Monday through Friday. Saturday and Sunday shall be non-labor days. The holidays shall not be considered on the Construction Schedule and, therefore, WR #15169- Page 6 they shall be considered labor days for Construction Schedule development purpose only.

1.2.2.3 The Construction Schedule shall be developed assuming 8-working hours for each labor days.

3. DRAWINGS:

No. of Drawing Sheet Date Title 1.-WO#15169 01 of 04 10 Dec 14 Cover Sheet, Drawing Schedule 2.-WO#15169 02 of 04 10 Dec 14 Site Plan 3.-WO#15169 03 of 04 10 Dec 14 Foundation Plan 4.-WO#15169 04 of 04 10 Dec 14 Electrical and HVAC Installation

1.4. GOVERNMENT-FURNISHED MATERIAL (GFM): The Government anticipates providing the following material as government furnished material (GFM). Please also refer to the shipping list enclosed as Appendix B. The Contractor shall be responsible for checking that all material required for shelter installation is included and in good condition. Any claim about missing or defective material after receiving will not be considered as a reason for a contract modification. The Contractor shall also be responsible for loading/unloading and transportation of GFM from the site where it will be delivered to him to the final location for installation:. The Contractor shall notify the Contracting Officer in writing not less than 15 days in advance of the date materials or equipment will be needed.

Item Description Quantity Unit Location

1 Shasta Shelter FTS100 3 freight containers Ea North side of bldg. #206

1.5. EQUIPMENT, CONTROLS, AND MATERIAL OF THE UNITED STATES OF AMERICA:

Not used.

1.6. CERTIFICATES: The submitted certificates shall be original or a notarized copy.

1.6.1 Classification Certificate of the Contractor/Subcontractor: Contractor and/or their Subcontractor must hold an updated Certificate of Classification issued by the Spanish “Registro Oficial de Licitadores y Empresas Clasificadas del Estado” of the "Ministerio de Hacienda y Administraciones Públicas" covering the following groups, subgroups, and categories. The certificate holder must execute the activities related to the certificate.

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Group Subgroup Category

C 2, 3 B J 2,4 B I 1, 6 B

1.7. SPECIAL REQUIREMENTS: Not used.

2. GENERAL CONDITIONS

2.1 GENERAL: The work consists of furnishing all labor, materials, plant, transportation, equipment, and services to complete the project described in Section 1, Scope of Work, Drawings and Special Conditions, in accordance with the drawings and specifications, complete and ready for use by means of a firm fixed price construction contract. Measurements given in the drawings and specifications are given for reference use only. It is the Contractor’s responsibility to verify any and all of said measurements.

2.2. GENERAL DESCRIPTION: The work consists in, but is not limited to, executing the line items indicated in the scope of work. All line items indicated in the scope of work do not limit or reduce the Contractor’s responsibility to perform all work as required by the project in order to provide a complete and operable facility.

2.3. LOCATION: The location of the proposed work is shown in the drawings included in this proposal, and is located South-West of building #312, Gymnasium, Morón Air Base, Morón de la Frontera (Spain).

2.4. DRAWINGS ACCOMPANYING SPECIFICATION: The drawings accompanying this specification are a part thereof. Drawings are the property of the Government, and shall not be used for any purpose other than that contemplated by the specification. The drawings included in this specification are similar to A1.

2.5. WARRANTY: For this contract the Contractor shall provide a two year standard commercial warranty associated with all scope of work items including materials and workmanship. The warranty should cover all defects noticed and reported to the Contractor within two years after acceptance of the project. The Contractor shall repair or replace defective materials at the Contractor's expense within a reasonable time, and as approved by the Contracting Officer. The Contractor must comply with any additional warranty periods covered under Spanish codes and regulations. The contractor shall submit the warranty 15 calendar days after the acceptance of the work.

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2.6. BASE ACCESS:

2.6.1 Permits or Authorizations: The Contractor shall obtain all permits or authorizations to access Morón Air Base. Once the works have finalized, the Contractor will return the permits or authorizations. Contractor is responsible to provide escorts as required to complete the project.

2.6.2 Delays and Interruptions: Contractors are advised that due to security reasons, during the access/egress process of personnel and materials from the Morón Air Base delays are liable to occur. Additionally, the Contractor shall immediately interrupt work when required to do so if security warning/alarm situations occur.

2.7. WORK CLEARANCE REQUEST: 5 calendar days after the notice to proceed (NTP) the Contractor shall request AF Form 103 “BCE Work Clearance Request” in order to obtain all the information pertaining to the current status of general utilities. Additional requests shall be processed through the Contracting Officer or authorized representative, minimum of 10 duty days beforehand. The Contractor shall not perform any excavation works under any circumstances without an approved Work Clearance Request at the work site (hard copy). Work Clearance Request will only be processed once all materials and documentation necessary to commence work have been submitted and approved. The Contractor shall be held responsible for any damage caused to general utilities indicated on the AF Form 103 and related drawings and shall be repaired at no additional cost to the Government of the United States.

2.8. BASE UTILITIES:

2.8.1 Use of Base Utilities: Water, Sewage and electric Base utilities are available to the Contactor for connections to the following facilities: Offices, latrines, break rooms, and laboratories.

The following Utilities will be available from the existing Base utility systems. Any additional utilities requirement besides what is listed below shall be supplied by the contractor at no cost to the Government.

a. Electricity 120/208 volts, 60 Hz.

b. Non-potable water.

2.8.2 15 calendar days after the notice to proceed (NTP) the Contractor shall request the connection and shall indicate the type of utility service required, type of connection and disconnection, utility service use and maximum duration. All connection and disconnection works for Base utilities shall be programmed between 08:30 and 16:00 hours, Monday through Friday, holidays excepted. It shall be the Contractor’s responsibility to effect the connections and disconnections and shall reimburse costs incurred in the connection, disconnection, conversion, transportation of Base utility services to the work site, including providing the

WR #15169- Page 9 mechanisms that avoid water from flowing back into the system (backflow preventers) and furnishing and installing the necessary transformers. The Contractor shall not activate or alter any control device of the system of the utility services, including water, sewage and electricity.

Control devices will be Government operated. Additional requests shall be processed through the Contracting Officer or authorized representative with a minimum of 5 duty days prior to any connection, disconnection or manipulation of the control system of the utility services required.

Temporary overhead connections to utility services are prohibited. All systems shall be restored to their original condition prior to satisfying final contractual payments.

2.8.3 Base Utility Outages: 15 calendar days after the notice to proceed (NTP) the Contractor shall request the utility outage and shall indicate the type of outage to be performed, the scope of work and the maximum duration. All utility outages shall be scheduled between 08:30 and 16:00 hours, Monday through Friday, holidays excepted. The Contractor shall not activate or alter any control device of the system of the utility services, including water, sewage and electricity. Control devices will be Government operated. The Contractor shall notify the Contracting Officer or authorized representative 10 duty days prior to any connection, disconnection or manipulation of the control system of the utility services required. Temporary overhead connections to utility services are prohibited. All systems shall be restored to their original condition prior to satisfying final contractual payments.

2.9. HOT WORK: The Contractor shall submit for approval a written request to the Contracting Officer or authorized representative 10 calendar days prior to any welding, oxyacetylene or plasma cutting work. Said request shall indicate welding procedures and fire prevention measures. All welding work performed during the project shall be carried out by qualified welders only. The copies of the welding certificates, issued by an approved agency, shall be kept in the construction inspector’s files.

2.10. VEHICULAR TRAFFIC, MACHINERY AND EQUIPMENT:

2.10.1 Traffic Control: All works which require vehicular or pedestrian traffic disruptions on the Base shall require an approved transit control plan. Said plan shall be approved at least 7 calendar days prior to carrying out said disruption. Said plan shall include the date, duration, proposed alternative routes, signs, barriers, cones and/or flagmen. The Contractor shall establish alternate procedures should unforeseen circumstances take place. The responsibility of furnishing, erecting, maintaining and removing all signs, barriers, cones and flags shall be solely the Contractor’s. Once the work is completed, the Contractor shall remove the signaling elements such as barriers, cones and/or flags.

2.10.2 Access Routes: 15 calendar days after the notice to proceed (NTP) the Contractor shall submit a plan for the access routes which shall be approved by the Contracting Officer or authorized representative.

2.10.3 Trucks: Trucks loaded with loose material (air borne dust, construction debris or

WR #15169- Page 10 other objects that could fall from them), shall be duly covered. Said covers, such as tarps, shall be fastened over the load prior to accessing the adjacent roads.

2.11. PROGRESS SCHEDULE (AF Form 3064): (See solicitation/Contract FAR clause 52.236-15, Schedules for Construction Contracts, Apr 1984). The Contractor shall, 10 calendar days after the notice to proceed (NTP) or another period of time determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval a practicable schedule showing the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the several salient features of the work (including acquiring materials, plant, and equipment). The schedule shall be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion by any given date during the period. If the Contractor fails to submit a schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

2.12. MOBILITY PLAN: The Contractor shall submit a mobility plan to the Contracting Officer or authorized representative for approval. Said plan shall propose the location and surface of the work site, offices and material staging and storage areas. The Contractor shall submit the plan 15 calendar days after the notice to proceed (NTP). The Contractor shall include in the mobility plan the proposed system to supply the required utility services required at each site.

2.12.1 Construction Site Fencing: Construction sites, offices, latrines, material staging and storage areas shall be fenced in by means of a two meter high fence to include gates and locks, unless otherwise approved the Government of the United States. The type of fencing, height and color shall be specified in accordance with the Contracting Officer or authorized representative’s criteria. Fences shall be screened with green opaque screening material to prevent visibility inside the fenced area. Fencing shall be completely secured at top and bottom to prevent access.

Fences and screens shall be adequately staked and/or anchored to prevent blowing over during high wind conditions. The Contractor shall include in the Mobilization Plan photos, catalogs or samples of the screening material. The Contractor shall not install the fencing or screening materials until approval, in writing, has been granted from the Contracting Officer or authorized representative. The responsibility of providing, erecting, maintaining and removing the fencing shall be solely the Contractor’s. The Contractor shall replace or repair, within the following 24 hours or as determined by the Contracting Officer or authorized representative, all fence or screening sections which have been damaged or deteriorated. Once the works have been finalized, the Contractor shall remove the fencing.

2.12.2 Offices: Temporary prefabricated buildings required for administrative reasons (office space, conference room and break room) shall be in good conditions. Temporary prefabricated buildings requiring paint, repairs or are in bad conditions shall not be allowed at the site. Said temporary prefabricated buildings shall include on the outside a plaque, 0.5 x 0.5 meters maximum dimensions, indicating the name of the company and telephone number (s) of

WR #15169- Page 11 the person (s) designated as POC for the Contractor 24 hours a day. Once the works are finalized, the Contractor shall remove the temporary prefabricated buildings.

2.12.3 Latrines: Prefabricated temporary buildings required as latrines for personnel shall be in good conditions. The prefabricated temporary buildings requiring paint, repairs or are in bad conditions shall not be allowed on the work site. These facilities shall be kept in perfect using conditions and sanitized, shall be treated for insects and shall be emptied once a week and cleaned with a detergent suitable for sanitary use. The frequency of emptying and cleaning shall be adjusted according to needs. The facilities shall be located no less than 50 meters from the existing buildings on Base if they cannot be located near a sewage manhole. Once the works have been completed, the Contractor shall remove the temporary facilities and shall leave the area clean and sanitized.

2.12.4 Parking: The Contractor, their employees and subcontractors shall park all vehicles, including heavy machinery, equipment or vehicles, in areas where they do not pose an obstruction in the corresponding work site. All possible efforts must be made so that the vehicles are not parked in an area where they will be clearly visible from the outside.

2.12.5 Material Storage: Storage containers will be in good conditions. The storage of materials at the work site shall be at the Contractor’s own risk. The use of private security guards at the work site shall require Spanish Air Force Security Forces approval. The Contractor shall not use the work site to store material previously approved by the Contracting Officer or authorized representative. Once the works have finished, the Contractor shall remove the excess stored material.

2.13 PROJECT SIGN: 15 calendar days after the notice to proceed (NTP) the Contractor shall install an identifying project sign in accordance with Figure 1 no later than one day after the work site fencing has been installed. The sign shall be mounted on two wooden posts 10 cm x 10 cm, fastened to the ground and adequately anchored. The location of said sign shall be determined by the Contracting Officer or his representative. During final cleanup of the work site, the sign, posts and anchoring elements shall be removed. Unless otherwise specified, the sign shall have a white background and the lettering shall be dark blue.

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FIGURE 1 - : PROJECT SIGN

2.14. Not used.

2.15 PRE-FINAL AND FINAL INSPECTIONS: Final inspection and acceptance will be conducted jointly with the inspector and a representative from the contracting office. The contractor shall request a pre-final inspection once the works are completed in accordance with the inspector's judgement. After the solving of all the discrepancies found during the pre-final inspection, if any, the contractor shall request a final inspection. All punch list items must be completed before final acceptance of the project.

2.16. WORK DAY:

2.16.1 Normal Work Hours: The Contractor shall perform all work during normal working hours unless a special authorization is issued by the Contracting Office representative to deviate from said work schedule. Normal working hours shall be from 0800 to 1700, from Monday to Friday, with the exception of holidays.

2.16.2 Work Outside Normal Hours: If the Contractor wishes to work outside the normal hours of operation, Saturdays, Sundays, or holidays, he shall submit an application to the Contracting Officer. The Contractor shall submit the request five (5) work days ahead of time as minimum.

2.17. CONSERVATION AND MAINTENANCE OF THE EXISTING FACILITIES: The contractor shall conserve and protect all existing facilities at the work site or adjacent to it which shall not to be removed or affected by the work required under this contract. The Contractor

WR #15169- Page 13 shall restore, at no additional cost to the Government of the United States of America, the facility affected during the execution of works to its original condition, before final acceptance of the project.

2.18. ENVIRONMENTAL PROTECTION PLAN:

2.18.1 Conservation and Maintenance of the Existing Vegetation: The Contractor shall conserve and protect the existing vegetation (trees, shrubs, grass) on or adjacent to the work site, which shall not to be removed and which do not interfere with the work required under this contract. The contractor shall only remove trees or shrubs when specifically indicated in the drawings and specifications and shall avoid damaging the rest of vegetation. If any limbs or branches of trees are broken during contract performance due to the careless operation of equipment or the carelessness of the workmen, the contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound. The contractor shall cut the grass or vegetation in the work site so that it does not exceed 10 cm in height. The Contractor shall restore, at no additional cost to the Government of the United States of America to their original state all areas disturbed during construction to their original condition before final acceptance of works under this project.

2.18.2 Housekeeping and Site Cleanup: The Contractor shall dispose of accumulated debris, waste materials and rubbish and shall keep the site in order. All rubbish and waste materials shall be removed daily and shall be placed in contractor furnished containers and shall be removed on a daily basis to an authorized dump off-Base as the project progresses. Contractors shall ensure all light weight debris at the construction site is properly secured in waste receptacles so that it does not blow to another area or onto the airfield. Once the works are finished, the Contractor shall remove the containers.

2.18.3 Cleaning and Maintenance of Access Routes: The Contractor shall be solely responsible for any material dumped/spilled by trucks, vehicles and machinery or equipment on the access routes. Said material shall be immediately removed by the Contractor. The Contractor shall be responsible for assuring that all access routes shall be kept clean and clear at all times.

No amount of debris whatsoever will be tolerated on the access routes

2.18.4 Waste and Construction Debris: The Contractor, 15 calendar days after the acceptance of the works, shall submit a certificate from the authorized dump site to the Contracting Officer with the estimated amounts or waste and construction debris managed during the execution of the project. The delivery tickets must be previously submitted for verification to Construction Management during execution of the work.

2.18.5. Hazardous Material: Before transporting any type of hazardous material, the Contractor shall contact the Chief of Construction Management to coordinate handling and storage. The Contractor shall be responsible for complying with all applicable environmental rules and regulations concerning handling, transportation and storage of materials and/or

WR #15169- Page 14 dangerous waste.

2.18.6. Noise Control and Prevention: The Contractor shall comply with all applicable municipal and state regulations and all by laws and norms pertaining to noise control and prevention, applicable on or off Base. The Contractor shall take the required measures to prevent and control the noise in the vicinity of the construction area.

2.18.7. Dust Control and Prevention: The Contractor shall comply with all applicable municipal and state regulations and all by laws and norms pertaining to dust control and prevention, applicable on or off Base. The Contractor shall take the required measures to prevent and control the dust in the vicinity of the construction area.

2.18.8. Storm Water Pollution Prevention and Control: The Contractor shall comply with all applicable municipal and state regulations and all by laws and norms pertaining to prevention and control of the pollution of the storm water, applicable on or off Base. The Contractor shall take the required measures to prevent and control the pollution of the surface storm waters and ground waters of the base.

2.19. SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION: (See

Solicitation/Contract FAR clause 52.236-21, Specifications and Drawings for Construction, Feb 1997).

2.19.1 Maintenance and Updating of As-Built Drawings and Specifications: The Contractor shall keep two sets of specifications and drawings, regular size, which shall show neatly and clearly marked in red all variations between the actual construction and the contract documents.

The As-Built drawings shall be kept up-to-date at the work site at all times during the contract.

Any revision must be marked and signed on the corresponding As-Built drawing block by the Contractor and Construction Management.

2.19.2 Availability and Review of As-Built Drawings: As-Builts shall be available for inspection by the Contracting Officer or his authorized representative during the execution of the works.

2.19.3 Submittal of As-Built drawings: 15 calendar days after the acceptance of the works, a complete set of As-Built drawings marked in red and signed by project inspection and a CD with said “As-Built” drawings in AutoCAD format shall be submitted to the Contracting Officer. The AutoCAD version shall be the same version used in the Base Design Section. Hard copies shall be A1 size. The name of the drawing files on the CD shall correspond to the drawing numbers of the hard copies. The CD, as well as the drawing block shall include the following information:

- Project Name and Number.

- Date.

- Contract Number.

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- Contractor Name.

2.20. GUIDELINES FOR AS-BUILT SPATIAL DATA COLLECTION & SUBMITTAL:

The contractor shall submit the spatial data 15 calendar days after the acceptance of the works.

2.20.1 The contractor is responsible for accurately collecting all spatial data features as-built, as-constructed and as-installed. The required positional accuracy is +/- 2 cm.

2.20.2 The contractor is responsible for delivering the spatial data in ESRI shapefile or ESRI Geodatabase.

2.20.3 The contractor shall identify the classification, type, size, location, ID number, and any other necessary attributes, as specified by the Government, for all features.

2.20.4 The contractor is responsible for delivering the spatial data in a logical layering system according to the current version of Spatial Data Standard for Facilities Infrastructure and Environment (SDSFIE).

2.20.5 The contractor is responsible for delivering the spatial data in the Universal Transverse Mercator (UTM) coordinate system, World Geodetic System 1984 (WGS84) datum.

Morón AB is situated within UTM Zone 30 North.

2.20.6 The contractor will coordinate with the installation GeoBase Office to determine the current version being used for all software, data and data standards. The Government will provide the contractor with data and information concerning all necessary and pertinent functions and principal features of the identified project including the installation's latest digital planimetric data.

2.20.7 All data deliverables shall be in a digital (electronic information) format and shall be delivered on CD-ROM or DVD-ROM. The media must have an external label listing the contractor's contact information, a short description of the contents, and a sequence number if there are multiple volumes.

2.20.7.1 A transmittal sheet in both hardcopy and digital format (*.dbf, *.xls, or ASCII comma-delimited format) must accompany the media containing the information included on the external labels, total number of volumes being delivered, and a list of file names and file descriptions on each volume. The transmittal sheet must also include instructions for reading, restoring, or transferring the files from the media, and certification that all delivery media is free of known computer viruses - including the name(s) of the virus scanning software and the date the virus scan was performed.

2.20.7.2 The following procedures must be performed before GIS data is placed on the delivery media:

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1. Shapefile data shall include, as a minimum, the following files: the *.shp, the *.shx, the *.dbf, the *.prj and the *.xml or other metadata file.

2. Geodatabase data shall be returned in a Personal Geodatabase format compatible with the version of ArcGIS presently used by the GeoBase Office. All concomitant tables, domains, metadata, etc. shall be included in the Geodatabase.

3. Any ArcGIS Map Documents (i.e. *.mxd files) delivered shall be accompanied by all referenced data files, both spatial and tabular; and any associated images or other objects in the layout.

2.21 SITE INVESTIGATION AND CONDITIONS AFFECTING WORK: The Contractor acknowledges that it has taken steps reasonably necessary to ascertain the nature and location of the work, and that it has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost, including but not limited to (See Solicitation/Contract FAR clause 52.236-3, Site Investigation and Conditions Affecting the Work, Apr 1984).

2.22. PERMITS AND RESPONSIBILITIES: The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any National, regional, local and municipal laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor’s fault or negligence. The Contractor shall also be responsible for all materials delivered and work performed until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract. (See Solicitation/Contract FAR clause 52.236-7, Permits and responsibilities, Nov 1991)

2.23. CONTRACTOR AND SUBCONTRACTOR PERSONNEL: The key personnel organizational chart for each project shall be posted in the Contractor’s office at all times. Any key personnel proposed change during the execution of the project shall be submitted to the Contracting Officer for approval.

2.23.1 Key Personnel: 15 calendar days after the notice to proceed (NTP) the Contractor shall submit the organizational chart with the Curriculum Vitae for their proposed key personnel to include the Superintendent, the Quality Control personnel, Safety Manager and English Speaking Representative, for Contracting Officer approval. These positions are mandatory.

2.23.2 Superintendent: The Contractor shall be responsible for work supervision and therefore shall assign and have on the worksite a competent Superintendent. The Superintendent must be present at the work site at all times during the project execution and must have the authority to act for the Contractor and the qualifications and experience necessary to perform adequately the job in accordance with the characteristics and complexity of the project. The

WR #15169- Page 17

Superintendent must be able to effectively answer technical questions related to the project and effectively manage the work. The Contracting Officer or authorized representative shall have the right to determine, without appeal of such decision, whether the proposed Superintendent has the competence and technical capability or not, in which case, said Superintendent shall be replaced immediately by another previously approved by the Contracting Officer or his authorized representative. Due to the low complexity of this work, the superintendent may also be the safety manager and English speaking representative for this contract, if complies with the specified requirements for such positions.

2.23.3 Safety Manager: The Safety Manager shall be present at the work site at all times during the project execution to perform the duties stated in the Safety Plan and must have a 60 hours minimum Basic Level Occupational Safety and Health official training. The Contracting Officer or authorized representative shall have the right to determine, without appeal of such decision, whether the proposed Safety Manager has the competence and technical capability or not, in which case, said Safety Manager shall be replaced immediately by another previously approved by the Contracting Officer or his authorized representative.

2.23.4 English Speaking Representative:

2.23.4.1 The English Speaking Representative must be present at the work site at all times during the project execution and must be capable of explaining the work operations in English fluently and receiving instructions in English. The English Speaking Representative will be evaluated by the Contracting Officer or authorized representative to determine his competency and command of the English language. The Contracting Officer or authorized representative shall have the right to determine, without appeal of such decision, whether the proposed representative has the linguistic capability or not, in which case, said representative shall be replaced immediately by another previously approved by the Contracting Officer or his authorized representative.

2.23.4.2 All formal and informal contract meetings will be conducted in English. To that end, the Contractor shall have a representative present at these meetings that knows the English language fluently.

2.23.4.3 The Contracting Officer or authorized representative shall have the right to terminate any such meetings, without cause for claim, if in his/her opinion, the Contractor's English speaking representative hasn't the linguistic capability described above, and that by continuing would jeopardize the purpose of the meeting.

2.23.5 Personnel Transit On-Base: Personnel working on the Base shall keep to the work site and shall transit using the approved access routes. The personnel shall keep off restricted areas unless the pertinent authorization is issued.

2.24. PUBLIC RELEASE OF INFORMATION: The public release of information o

WR #15169- Page 18 photographs concerning any aspect of the materials or services related to this bid, purchase order or other documents resulting thereof without prior written approval from the Contracting Officer.

2.25. HEALTH AND SAFETY PROGRAM:

2.25.1 Health and Safety Plan: 15 calendar days after the notice to proceed (NTP), the Contractor shall submit a Health and Safety Plan to the Contracting Officer in writing. The Health and Safety Plan must be prepared by a “Técnico Superior en Prevención de Riesgos Laborales, especialidad en Seguridad en el Trabajo” or a qualified technical profesional in accordance with current regulation. The health and safety plan shall be subject to approval by the Contracting Officer or his authorized representative. The work site Safety Plan shall identify safety and health risks of the workers and shall propose the necessary preventive measures for each unavoidable risk in order to protect the physical integrity of the workers and minimize material damage to the facility. Fire prevention measures shall be indicated for those works which involve a fire risk. The Contractor shall provide fire extinguishers for hazardous works in which fire or a fire risk is involved. Avoidable risks shall be eliminated. Preventive measures shall be preferably collective in nature. Those risks for which, technically, collective preventive measures do not apply shall allow the use of Personal Protection Equipment. The Contractor shall list the contents of the First Aid Kit in the Health and Safety Plan.

2.25.2 Standard Regulations: The contractor shall execute the Health and Safety Plan in accordance with the corresponding current Nation, Autonomous Community, Province and Municipal legislation. The program shall include, but not be limited to, the following:

- Occupational Safety and Health as of 1970, Public Law 91-596, 91 Congress, S.2193, 29 December 1970.

- Public Law Amendments 91-596 through 1 January 2004.

- "Ley 31/95, de 8 de Noviembre, de Prevención de Riesgos Laborales".

- "Real Decreto 286/2006, de 10 de marzo, sobre la protección de la salud y la seguridad de los trabajadores contra los riesgos relacionados con la exposición al ruido".

- "Real Decreto 363/1995, de 10 de marzo, por el que se aprueba el Reglamento sobre notificación de sustancias nuevas y clasificación, envasado y etiquetado de sustancias peligrosas" and its modifications RD 1802/2008 and RD 717/2010.

- "Real Decreto 485/1997 de 14 de abril, sobre disposiciones mínimas en materia de señalización de seguridad y salud en el trabajo".

- "Real Decreto 486/1997, de 14 de abril, por el que se establecen las disposiciones mínimas de seguridad y salud en los lugares de trabajo".

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- "Real Decreto 487/1997, de 14 de abril, sobre disposiciones mínimas de seguridad y salud relativas a la manipulación manual de cargas que entrañe riesgos, en particular dorsolumbares, para los trabajadores".

- "Real Decreto 488/1997, de 14 de abril, sobre disposiciones mínimas de seguridad y salud relativas al trabajo con equipos que incluyen pantallas de visualización".

- "Real Decreto 664/1997, de 12 de mayo, la protección de los trabajadores contra los riesgos relacionados con la exposición a agentes biológicos durante el trabajo".

- "Real Decreto 665/1997, de 12 de mayo, sobre la protección de los trabajadores contra los riesgos relacionados con la exposición a agentes cancerígenos durante el trabajo" and its modification RD 1124/2000.

- "Real Decreto 773/1997, de 30 de mayo, sobre disposiciones mínimas de seguridad y salud relativas a la utilización por los trabajadores de equipos de protección individual".

- "Real Decreto 1215/1997, de 18 de julio, por el que se establecen las disposiciones mínimas de seguridad y salud para la utilización por los trabajadores de los equipos de trabajo" and its modification RD 2177/2004.

- "Real Decreto 1627/1997, de 24 de octubre, por el que se establecen disposiciones mínimas de seguridad y salud en las obras de construcción" and its modification RD 337/2010.

- "Real Decreto 1942/1993, de 5 de noviembre, por el que se aprueba el Reglamento de instalaciones de protección contra incendios".

- "Real Decreto 396/2006, de 31 de marzo, por el que se establecen las disposiciones mínimas de seguridad y salud aplicables a los trabajos con riesgo de exposición al amianto".

"Real Decreto 374/2001, de 6 de abril sobre la protección de la salud y seguridad de los trabajadores contra los riesgos relacionados con los agentes químicos durante el trabajo".

"Real Decreto 614/2001, de 8 de junio, sobre disposiciones mínimas para la protección de la salud y seguridad de los trabajadores frente al riesgo eléctrico".

"Real Decreto 681/2003, de 12 de junio, sobre la protección de la salud y la seguridad de los trabajadores expuestos a los riesgos derivados de atmósferas explosivas en el lugar de trabajo".

WR #15169- Page 20

"Real Decreto 1311/2005, de 4 de noviembre, sobre la protección de la salud y la seguridad de los trabajadores frente a los riesgos derivados o que puedan derivarse de la exposición a vibraciones mecánicas" and its modification RD 330/2009.

2.25.3 Base Regulations: The Contractor, his employees and subcontractors shall become familiar with and comply with all Base rules and regulations including fire, traffic and security regulations.

2.25.4 Excavations and Hazardous Areas: Excavations and all areas considered hazardous by the Government of the United States of America shall be protected by suitable barriers, lights and beacons (flags, cones, boards). Warning lights (portable lamps IP-44 minimum) or safety signal lights shall be installed by the Contractor. The Contractor shall pay for any damage resulting from his own negligence. The responsibility of supplying, erecting, maintaining and removing all barriers, lights, beacons, warning lights and safety lights shall be solely the Contractor’s. Once the works have finalized, the Contractor shall remove all signaling elements such as barriers, lights and beacons.

2.25.5 Burning and Explosives: Burning practices and use of explosives without prior written authorization from the Government of the Unites States of America is prohibited.

2.26. ASBESTOS: The use of asbestos containing materials is prohibited.

2.27. CELL PHONE AND RADIO TRANSMITTER RESTRICTIONS: Under no circumstances shall radio transmitters or cell phones be used without prior approval from the Government of the United States of America.

2.28. WEATHER PROTECTION: The Contractor shall take the necessary precautions to protect the work site, facilities, equipment and materials from weather, to include those furnished by the Government or Government Property. It shall be the Contractor’s responsibility to be aware of weather forecasts and to take the necessary protective measures. Prior to commencing any work, the Contractor shall have at the site the material (tarpaulins, etc…) or necessary equipment to protect the site, facilities, equipment and materials exposed to rain, wind, or other natural events. Required tarpaulins shall not be light plastic, the thickness shall be enough as to assure that the weight of accumulated water does not exceed the resistance of the tarpaulin, thus tearing it. The Contractor shall be responsible for damage caused due to lack of protection against the weather.

2.29. MATERIAL AND/OR EQUIPMENT SUBMITTALS:

2.29.1 Submittals Required: The Contractor shall submit the documentation or samples indicated in the Form “Schedule of Material Submittals” for each material or equipment.

2.29.2 Submittal Procedure: The Contractor shall attach AF Form 3000 “Material Approval

WR #15169- Page 21

Submittal” to the documentation or sample of material or equipment submitted. The Contractor shall fill in all the necessary fields of AF Form 3000. The Contractor shall turn in AF Form 3000 and the documentation or sample of the material or equipment to the Contracting Officer within the time frame indicated in the document “Schedule of Material Submittals” for approval prior to commencement of any type of work. Within a reasonable period of time (estimated by the Contracting Officer), the Contracting Officer shall return the AF Form 3000 indicating if said submittal has been approved or not. If the Contracting Officer has not approved the submittal, the Contractor shall provide a new submittal.

2.29.3 AF Form 3000: The Contractor shall create said form and shall be signed by the Quality Control Manager.

2.30. MATERIALS AND/OR EQUIPMENT:

2.30.1 Material and/or Equipment Purchase Order: Once the Contractor has received approval from the Contracting Officer for the submittal, the Contractor shall proceed with the purchase order for the approved equipment or material.

2.30.2 Delay in the Delivery of Materials and/or Equipment: Delays in the delivery of materials and/or equipment shall not justify an extension in the performance period of the contract.

2.31. COMMENCEMENT OF WORK: Once all the required materials and/or equipment are available for use, the Contractor shall proceed to commence the works. If the Contractor wishes to commence works without all materials and/or equipment on site, he shall request authorization from the Contracting Officer.

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APPENDIX A

ACRONYMS AND ABBREVIATIONS LIST

Acronym/Abbreviation Definition

AF Air Force

AFB Air Force Base

AFMC Air Force Material Command

CFR Code Federal Regulation

CO Contracting Officer

DEPT Department

DOD Department of Defense

ECD Estimated Completion Date.

FAR Federal Acquisition Regulation

GR Government Representative

HMI Human Machine Interface

LAMS Large Area Maintenance Shelter

OSHA Occupational Safety and Health Act

QA Quality Assurance

QAP Quality Assurance Personnel

QCP Quality Control Program

USAF United States Air Force

WR #15169- Page 24

WR #15169- Page 25

APPENDIX B

SHIPPING LIST

WR #15169- Page 26

EL-M10-065-16-1 LED LTG CORD FTS100 65'W, 16'E W/3 L5-15C DROPS 5 EA 5

EL-01029-LED-HB LED HIGH BAY W/6' CORD & L515 PLUG - REPLACES 4 10 EA 10

HS-TY10 RE-USEABLE WIRE TIES (BLK) 200 EA 200

EL-01022-140 THREE WAY SWITCH 140' PWR CRD 1 EA 1

EL-01021-125 DOUBLE DUPLEX RECEPTACLE - GFCI W/125' CORD 1 EA 1

EL-01021-125 DOUBLE DUPLEX RECEPTACLE - GFCI W/125' CORD 1 EA 1

EL-01021-140 DOUBLE DUPLEX RECEPTACLE - GFCI W/140' CORD 1 EA 1

EL-01010-P1 ELECTRICAL LOAD CENTER (3 PH) (P-1) 1 EA 1

EL-01021-095 DOUBLE DUPLEX RECEPTACLE - GFCI W/95' CORD 1 EA 1

EL-01021-110 DOUBLE DUPLEX RECEPTACLE - GFCI W/110' CORD 2 EA 2

EL-01021-2TL-010 DBL DPLX RCPTCL - GFCI 2 TWST LCK-10' PWR CRD 1 EA 1

EL-01022-050 THREE WAY SWITCH 50' PWR CRD 1 EA 1

EL-01022-080 THREE WAY SWITCH 80' PWR CRD 1 EA 1

EL-01022-110 THREE WAY SWITCH 110' PWR CRD 1 EA 1

EL-01021-2TL-050 DBL DPLX RCPTCL - GFCI 2 TWST LCK-50' PWR CRD 2 EA 2

EL-01021-2TL-065 DBL DPLX RCPTCL - GFCI 2 TWST LCK-65' PWR CRD 2 EA 2

EL-01021-2TL-080 DBL DPLX RCPTCL - GFCI 2 TWST LCK-80' PWR CRD 1 EA 1

ELECTRICAL

BDLE-ACS_DR-6068 DOUBLE COMPOSITE DOOR 4 EA 4

DOORS

DOC-CASE DOCUMENT CLIPBOARD & STORAGE CASE 2 EA 2

DOCUMENTS

CC12-2204 1/4" CABLE BRACING - 22-4 8 EA 8

CC16-2100 1/4" CABLE BRACING 21'-0" LOWER - RED 8 EA 8

CE13-HWG-1709 3/8" CABLE HIGH WIND GUY 17'-9"<WHITE> 16 EA 16

CABLES

Item No. Description Quantity per Unit of Measure Code Shipped Quantity

SHIPPING LIST

Creative Tent International, Inc

451 Mirror Court

Henderson, NV 89011

Phone No.: 702-789-2620 Fax: 702-272-0891

MX3001 SPMAGTF-CR

SHIP TO:

MORON DE LA FRONTERA, - 4153, Ref #MX300142090000

CRTA. SEVILLA-MORON KM48

BASE AEREA DE MORON- DMO

Jefferey Dovan

Quote Name

ADS - Moron Airbase Spain - FTS100 65x105 Gym Customer PO: ADS PO#781089

Date:

CTI Order ID:

Salesperson:

Email:

Direct Line:

11/13/2014

14-0189

Justin Harding justin.harding@creativetent.us

928-230-1749

Point of Contact Sarah Vaughan

M10RPAWS-B15 RPAWS STANDARD 15' BAY 10 EA 10

M10RPAWS-B15-DR2 RPAWS STANDARD 15' BAY DOUBLE DOOR 4 EA 4

M10RPAWS-GE065-S2 RPAWS GABLE END 65' W 2 COLUMN ARCHED 2 EA 2

RPAWS

FM10LP-065-1516-S5 FTS-100 LINER PANEL 65'W 15'B 16' EAVE DOUBLE DO 2 EA 2

FM10LP-065-1516-S2 FTS-100 LINER PANEL 65'W 15'B 16' EAVE SOLID HVAC 4 EA 4

FM10LP-065-1516-S1 FTS-100 LINER PANEL 65'W 15'B 16' EAVE SOLID 1 EA 1

FM10R16-065-1500-S5 FTS-100 R-16 INSULATION LINER 65' WIDE 15' BAY DO 2 EA 2

FM10R16-065-1500-S2 FTS-100 R-16 INSULATION LINER 65' WIDE 15' BAY HVA 4 EA 4

FM10R16-065-1500-S1 FTS-100 R-16 INSULATION LINER 65' WIDE 15' BAY SOL 1 EA 1

LINER

HVAC UNIT-10T-3P-A HVAC UNIT ASSEMBLY 10 TON, 3 PHASE 4 EA 4

HVAC

HS-RT20 2" RATCHETS W/ HOOK 40 EA 40

HS-DB20 DUCKBILL ANCHOR,DB-138 16 EA 16

HS-STK20 1" X 42" DOUBLE HEAD STAKE 112 EA 112

HS-SNP15 1/2" X 2-1/2" SAFETY SNAP…