PREPARED FOR DEPARTMENT OF THE

AIR FORCE

BY

KBR

ENGINEERING DESIGN SECTION

MORÓN AIR BASE

PERFORMANCE TECHNICAL SPECIFICATIONS FOR:

PROJECT QUUG 25-1012

RPR FACILITY FAҪADES, MULTI

Prepared by: ___________________________________________________________________

Reviewed by: ___________________________________________________________________

Approved by: ___________________________________________________________________

PROJECT QUUG 25-1012 SOW

PT-2

LIST OF SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Scope of Work & Drawings 4

01 11 01 General Conditions 31

01 11 02 Special Conditions 2

DIVISION 4 - MASONRY

04 22 00.00 40 Masonry Unit 5

DIVISION 7 - THERMAL AND MOISTURE

PROTECTION

07 92 00 Sealants 4

DIVISION 9 - FINISHES

09 23 24 Plaster and Stuccos 7

09 90 00 Paints and Coatings 15

01 11 00 - 1

SECTION 01 11 00

SCOPE OF WORK AND DRAWINGS

1. SCOPE OF WORK: The scope of work consists of furnishing all labor, materials, plant, transportation, equipment and services to perform all work in strict accordance with the plans and specifications, complete and ready for use under a firm fixed price construction contract. The Contractor shall be responsible for temporary marking, beaconing and lighting of the area affected by the work and, if required, shall provide flaggers, escorts and foreign object controllers (FOD) during working hours. A single phase has been established for the execution of the project. The work includes, among others, the following activities, which include tests to be performed by an independent laboratory for quality control.

This project is composed of a Basic Package and three additive items. All works to be executed consist on the repair and finish works of the facades and annexes elements as indicated below:

1.1 CLIN 1 Building 202. (Base Bid)

1.1.1. (01) Removal & reinstallation of cables, accessories & other equipment.

1.1.2. (06) Paint removal.

1.1.3. (08) Cement mortar application.

1.1.4. (11) Clean and disinfect grease and oil-impregnated surfaces with quaternary ammonium degreaser and rinse with high-pressure hot water.

1.1.5. (12) Clean mildew-covered surfaces by brushing with a fungicide solution and rinsing with tepid water.

1.1.6. (14) Paint Unpainted Steel Surfaces with 2 component epoxy-polyamide primer with zinc phosphate and 2 component polyurethane acrylic enamel.

1.1.7. (17) Enamel Painted Steel and Galvanized steel surfaces with synthetic enamel coats.

1.1.8. (18) Enamel Unpainted Wood Surfaces with alkyd sealant primer and alkyd resin based synthetic enamel.

1.1.9. (23) Paint Exterior plaster, cement, masonry and other derivative smooth surfaces with high performance, resistance and coverage power vinyl copolymer based paint.

1.1.10. (36) Paint 10 cm height lettering on concrete surfaces.

1.1.11. (38) Paint 17 cm with traffic lane on asphalt floor surfaces.

1.1.12. (44) Disassemble gutter & downspout joints, prepare joint surfaces, apply new sealant and reassemble gutter joint.

1.1.13. (48) Clean gutters, downspouts and splashes, readjust and replace deteriorated anchorage.

1.1.14. (49) Remove broken exposed brick units and replace them with new units.

1.1.15. (50) Remove broken, missing or unadhered ceramic units and replace them with

01 11 00 - 2 new units.

1.1.16. (51) Remove unadhered sealing material and backing rods, clean joints and apply new back rod, primer and sealing material.

1.1.17. (52) Remove unadhered sealing material, clean joints and apply new primer and sealing material in roof flashing.

1.1.18. (54) Apply waterproofing emulsion for exterior surfaces to parapet, lintels and sill drips.

1.1.19. (55) Repair cracks on concrete elements as indicated.

1.1.20. (56) Waterproof lintel joints as indicated.

1.1.21. (57) Provide the appropriate auxiliary systems, equipment, scaffoldings, platforms and carry out the works in a safety manner in accordance with the regulations.

1.1.22. (58) Final cleaning.

1.1.23. (59) Separate, treat, transport and delivery waste from the demolition and repairing works to authorized dump.

1.2. CLIN 2 Building 231 (Additive item #01)

1.2.1. (01) Removal & reinstallation of cables, accessories & other equipment.

1.2.2. (06) Paint removal.

1.2.3. (12) Clean mildew-covered surfaces by brushing with a fungicide solution and rinsing with tepid water.

1.2.4. (13) Apply fungicide treatment on exterior plaster and concrete surfaces

1.2.5. (14) Paint Unpainted Steel Surfaces with 2 component epoxy-polyamide primer with zinc phosphate and 2 component polyurethane acrylic enamel.

1.2.6. (15) Paint Unpainted Galvanized Steel Surfaces with 2 component phosphate and passivator primer with corrosion inhibitor and 2 component polyurethane acrylic enamel.

1.2.7. (23) Paint Exterior plaster, cement, masonry and other derivative smooth surfaces with high performance, resistance and coverage power vinyl copolymer based paint.

1.2.8. (36) Paint 10 cm height lettering on concrete surfaces.

1.2.9. (48) Clean gutters, downspouts and splashes, readjust and replace deteriorated anchorage

1.2.10. (57) Provide the appropriate auxiliary systems, equipment, scaffoldings, platforms and carry out the works in a safety manner in accordance with the regulations.

1.2.11. (58) Final cleaning.

1.2.12. (59) Separate, treat, transport and delivery waste from the demolition and repairing

1.3. CLIN 3 Building 221 (Additive item #02)

1.3.1. (01) Removal & reinstallation of cables, accessories & other equipment.

1.3.2. (04) Cement mortar removal.

1.3.3. (06) Paint removal.

01 11 00 - 3

1.3.4. (08) Cement mortar application.

1.3.5. (11) Clean and disinfect grease and oil-impregnated surfaces with quaternary ammonium degreaser and rinse with high-pressure hot water.

1.3.6. (12) Clean mildew-covered surfaces by brushing with a fungicide solution and rinsing with tepid water.

1.3.7. (17) Enamel Painted Steel and Galvanized steel surfaces with synthetic enamel coats.

1.3.8. (22) Paint Unpainted Exterior plaster, cement, masonry and other surfaces Or with paint in poor conditions with universal fixing-primer + water based smooth carbonation resistant -vapor permeable coating and acrylic copolymer based coats.

1.3.9. (36) Paint 10 cm height lettering on metal surfaces.

1.3.10. (46) Remove defective and corroded sheet metal flashings. Replace with 3 meter long 24 ga galvanized 360 mm girth, 6 break flashing.

1.3.11. (57) Provide the appropriate auxiliary systems, equipment, scaffoldings, platforms and carry out the works in a safety manner in accordance with the regulations.

1.3.12. (58) Final cleaning.

1.3.13. (59) Separate, treat, transport and delivery waste from the demolition and repairing

1.4. CLIN 4 Building 203 (Additive item # 03)

1.4.1. (01) Removal & reinstallation of cables, accessories & other equipment.

1.4.2. (03) Repair cracked or deteriorated exterior concrete & plastered.

1.4.3. (06) Paint removal.

1.4.4. (12) Clean mildew-covered surfaces by brushing with a fungicide solution and rinsing with tepid water.

1.4.5. (17) Enamel Painted Steel and Galvanized steel surfaces with synthetic enamel coats.

1.4.6. (19) Enamel Painted Wood Surfaces with alkyd resin based synthetic enamel.

1.4.7. (24) Paint Exterior plaster, cement, masonry and other derivative texture surfaces with water based smooth covering carbonation resistant and water vapor permeable.

1.4.8. (35) Paint 8 cm width traffic lane on concrete floor surfaces.

1.4.9. (36) Paint 10 cm height lettering on concrete surfaces.

1.4.10. (53) Close A/C opening with perforated brick and cement mortar.

1.4.11. (57)Provide the appropriate auxiliary systems, equipment, scaffoldings, platforms and carry out the works in a safety manner in accordance with the regulations.

1.4.12. (58) Final cleaning.

1.4.13. (59) Separate, treat, transport and delivery waste from the demolition and repairing

2. DRAWINGS:

01 11 00 - 4

No. of Drawing Sheet Date Title

M-865-01 1 of 11 Apr 2026 Cover Sheet, drawings schedule

M-865-02 2 of 11 Apr 2026 Site plan

M-865-03 3 of 11 Apr 2026 Site plan and Scope of Works

M-865-04 4 of 11 Apr 2026 Scope of Works Bldg. 202

M-865-05 5 of 11 Apr 2026 Scope of Works Bldg. 203

M-865-06 6 of 11 Apr 2026 Scope of Works Bldg. 221

M-865-07 7 of 11 Apr 2026 Scope of Works Bldg. 231

M-865-08 8 of 11 Apr 2026 Details

M-865-09 9 of 11 Apr 2026 Pictures (I)

M-865-10 10 of 11 Apr 2026 Pictures (II)

M-865-11 11 de 11

Apr 2026 Pictures (III)

*** END OF SECTION ***

01 11 01 - 1

SECTION 01 11 01

GENERAL CONDITIONS

1. GENERAL: The work consists of furnishing all labor, materials, utilities, transportation, equipment, and services to execute the project. In accordance with the drawings and specifications, complete and ready for use. Measurements shown on the drawings and specifications are given for reference use only. They are not conclusive and may be erroneous. It is the Contractor’s responsibility to verify any and all of measurements. The Government will not be held responsible for measurements shown or measurements and estimations made by the contractor.

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 nor reduce the Contractor’s responsibility to perform all work as required by the project in order to provide a complete and usable facility.

3. LOCATION: The work is located in Morón Air Base, Spain, as shown on the contract drawings.

4. DRAWINGS ACCOMPANYING SPECIFICATIONS: Drawings are the property of the

Government and shall not be used for any purpose other than that contemplated by the specifications. The drawings indicated in the specifications are in A1 size.

5. WARRANTY: For this contract the Contractor shall provide a two-year standard commercial warranty for with all line items of the scope of work, including materials and workmanship. The warranty shall cover all defects noticed and reported to the Contractor within two years after acceptance of the work. The Contractor shall repair or replace defective materials at their expense within a reasonable time and as approved by the Contracting Officer. The Contractor must comply with any additional warranty periods established by Spanish codes and regulations. The

Contractor shall submit the warranty letter within 15 calendar days after to the acceptance of the work by the Contracting Officer.

6. BASE ACCESS:

6.1. Permits or Authorizations: The Contractor shall obtain all permits or authorizations required to access Morón Air Base. All the communications in relation to the Base Access request must be directed to Construction Management Section for PASS&ID Office processing. Once the works have finalized, the Contractor will return the permits or authorizations. Contractor is responsible to provide the required escorts as required to execute the works.

01 11 01 - 2

6.2. Delays and Interruptions: The Contractor is advised that delays are liable to occur, due to security reasons, during the access/egress process of personnel and materials from Morón Air

Base. Additionally, the Contractor shall immediately interrupt the work when it is required if security warning/risk situations occur. The contractor shall submit in writing, excess delays (90 minutes or more) experienced due to base access.

7. WORK CLEARANCE REQUEST:

7.1. 15 calendar days in advance, as minimum, before the commencement of the works, the

Contractor shall request AF Form 103 “BCE Work Clearance Request” to Construction

Management in order to obtain all the information pertaining to the current status of Base utilities.

Additional requests shall be submitted to Construction Management 15 calendar days in advance, at minimum. The Contractor shall not perform any work under any circumstances without having the approved Work Clearance at the construction site (hard copy) and not before having marked at the site with stakes and/or pins the location of the utilities. Work Clearance Request shall only be processed once all materials and documentation necessary to commence work have been submitted and approved. The Contractor shall be responsible for any damage caused to Base utilities shown on the AF Form 103 and project drawings and shall be responsible for the repairs without additional cost to the Government.

7.2. Return entire permit to Geobase Office after completion of digging excavating activities.

If additional utilities are located or encounters (or marked utilities are not found in their expected locations) then the requester shall provide a sketch to Geobase office precisely detailing the location(s) of all utilities that were found to not be in the location expected within the 10 workdays after the discovery of the discrepancy.

8. BASE UTILITIES:

8.1. The Contractor, at its expense and in coordination with the Contracting Officer or CE personnel, shall install and maintain all necessary temporary connections and distribution lines.

Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, and associated accessories.

8.2. Use of Base Utilities: Water, sewage and electrical utilities may be available to the

Contractor for supply to the following buildings: Offices, latrines, break rooms and laboratories.

If the contractor wants any of these available utilities, the contractor must provide the material for the temporary utility connection and he must perform the work for the temporary utility installation. If the contractor does not want any of these available utilities, the contractor is responsible for providing their own utilities at no additional cost to the government. Contractor must request officially the connection points needed in the Mobility Plan for CE review/approval.

01 11 01 - 3

Other utilities, apart from the listed below, shall be supplied by the Contractor at no cost to the

Government.

The following utilities are available from the existing Base utilities:

1. Electricity: 120/208 volts, 60 Hz.

2. Non-potable water.

8.3. Base utility connection and/or disconnection: 15 calendar days before the connection/disconnection date, the Contractor shall request the connection and/or disconnection and shall indicate:

1. Type of utility required

2. Type of connection and/or disconnection to be performed

3. Utility use

4. Required consumption

5. Maximum duration

All connection and/or disconnection works of Base utilities shall be programmed between 08:30 and 16:00 hours (between 08:30 to 15:00 during the period from 15 June to 15 September) from

Monday to Friday, except holidays. The utility connections and/or disconnections can be considered critical by the Government, in which case they shall be performed on the date and time most convenient to the Government, i.e. weekends and/or during nighttime hours, without additional cost to the Government. The Contractor shall be responsible for making connections and/or disconnections, conversion, transportation of Base utility to the work site, including the furnishing and installation of the mechanisms that prevent the backflow of water to the Base service (backflow preventers) and the furnishing and installation of the transformers, if required.

The Contractor shall not activate or alter any control device of the Base utilities including water, sewage and electricity. The Government shall operate said control devices. The Contractor shall submit additional requests to Construction Management with a minimum of 15 calendar days in advance of the estimated date for the required connection, disconnection or control maneuver of the corresponding utility. The temporary overhead connections to utility are prohibited. All utilities shall be restored to their original condition prior to satisfying final contractual payments.

01 11 01 - 4

8.4. Base Utility Outages: When a utility outage is necessary, the Contractor shall request the utility outage, at least 15 calendar days in advance of the work, and shall indicate:

1. Type of affected utility

2. Type of cut to be performed

3. Maximum duration

All utility outages shall be scheduled from 08:30 and 16:00 hours (from 08:30 to 15:00 during the period from 15 June to 15 September) from Monday to Friday, except holidays. The utility outages can be considered critical by the Government, in which case they shall be performed on the date and time most convenient to the Government, i.e. weekends and/or during nighttime hours, without

Government cost. The Contractor shall be responsible for making the outage, including the provision and installation of devices and materials. The Contractor shall not activate or alter any control device of the Base utilities, including water, sewage and electricity. The Government shall operate said control devices. Temporary overhead connections to utility are prohibited. All systems shall be restored to their original condition prior to satisfying final contractual payments.

9. HOT WORK: The Contractor shall submit for approval a written request to Construction

Management 15 calendar days prior to any welding, as oxyacetylene or plasma cutting work. Said request shall indicate welding procedures and fire prevention measures. All welding work performed during the project execution shall be carried out by qualified welders only. The copies of the welder certificates, issued by an approved agency, shall be kept in the construction inspector’s files. Contractor will be responsible to keeping in effect the Hot Work Permit along the project execution period with the frequency established by the Fire Prevention Department.

10. VEHICULAR, MACHINERY AND EQUIPMENT TRAFFIC:

10.1. Transit Control Plan: All works requiring vehicular or pedestrian traffic disruptions on the

Base shall require an approved transit control plan. Said plan shall be approved at least 15 calendar days prior to carrying out said disruption. Said plan shall include:

1. Start date of the traffic disruption

2. Duration of the traffic disruption

3. Proposed alternative routes

4. Signs, barriers, cones, flags and/or flagmen to be implemented

01 11 01 - 5

The Contractor shall establish alternate procedures if unforeseen circumstances take place. The responsibility of the provision, erecting, keeping and removing all signs, barriers, cones and flags shall be solely the Contractor. Once the work is completed, the Contractor shall remove the signaling elements such as signs, barriers, cones and/or flags.

10.2. Access Route Plan: 10 calendar days after the contract commencement date, the Contractor shall submit an access route plan to Construction Management for its approval by Contracting

Officer or authorized representative.

10.3. Trucks: Trucks loaded with loose material (volatile dust, construction debris or other objects that could fall from them) shall be duly covered. Said covers (tarpaulins, etc.) shall be securely secured and placed on the load before accessing the Base roads.

11. STOCKPILING:

11.1. Stockpiling area of demolished/removed material: The Contractor shall transport the demolished or excavated materials to an authorized dump. Should any of the Morón Air Base shops need all or part of any of the materials from the demolition operations (concrete, aggregate and natural ground), the Contracting Office representative shall coordinate with the base Construction

Management office on the exact location to stockpile said material.

11.2. Stockpiling area for Contractor material and Contractor offices: The C.O. representative shall coordinate with the base Construction Management office the exact location for Contractor offices and stockpiling.

12. CONSTRUCTION SCHEDULE:

12.1. It shall be the sole responsibility of the Contractor to ensure all required submittals are submitted for approval in a timely manner, which shall not incur any delay in completion of the project. For materials or equipment requiring a long term of procurement and delivery, said term shall be included in the period of performance. Delay in delivery/procurement will not justify an extension of the period of performance.

12.2. The Contractor shall submit an updated Construction Schedule within 7 calendar days after the Construction Phase starting date and when requested by the Contracting Officer or his authorized representative. In no case is the Contractor required to submit an updated more frequently than 20 working days.

12.3. The Construction Schedule shall include a Gantt chart showing each task, including task description, identification number, duration in calendar days, earliest start and finish dates, predecessor and successor task identification numbers, critical path and float that a task in the project

01 11 01 - 6 network can be delayed without causing a delay to the subsequent task/s (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.

12.4. 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, they shall be considered labor days for Construction Schedule development purpose only.

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

12.6. The Construction Schedule must include the following tasks if required:

12.6.1. Preconstruction tasks:

1. Preparation and transmittal of the bond and insurance submittals.

2. Preparation, transmittal, and approval of the submittals shown on document

Schedule of Material Submittals (progress schedule, mobility plan, project sign, quality control plan, key staff, health and safety plan, environmental protection plan, AF Form 103 BCE Work Clearance Request, utility connection request, utility outage requests, welding work request, transit control plan, access routes, materials and equipment).

3. Procurement, fabrication and delivery on construction site of long lead time materials, equipment and fabricated assemblies.

4. The installation of the portable/modular buildings (rest room, dressing room, dining room, first aid, office, if required).

5. The installation of temporary connections from the portable/modular buildings to the utilities of the base.

6. The installation of the temporary fence and fabric plastic mesh along the perimeter of the area assigned for the Contractor (equipment and material storage, personnel vehicle parking area, portable/modular buildings, off-construction site disposal and waste area, if required).

7. The installation of the temporary plastic Jersey barriers filled with water, fence, fabric plastic mesh, cones and lights along the perimeter of the construction site.

01 11 01 - 7

8. The installation of the temporary signs, barriers, cones and flags along the transit routes.

9. The installation of the temporary occupational safety and health signs at the area assigned for the Contractor.

12.6.2. Construction tasks:

1. The construction tasks shown on the AF Form 3052, Construction Cost

Estimate Breakdown, including testing, curing time and the submission of the delivery tickets of the waste and construction debris and the approval of the field test result data.

12.6.3. Finish tasks:

1. Required testing.

2. Commissioning.

3. Pre-final inspection, including the request.

4. Correction of deficiencies.

5. Final inspection, including the request.

6. The removal of the temporary occupational safety and health signs at the construction site.

7. The removal of the temporary plastic Jersey barriers filled with water, fence, fabric plastic mesh, cones and lights along the perimeter of the construction site.

8. Final cleaning.

9. The removal of the temporary signs, barriers, cones and flags along the transit routes.

10. The removal of the temporary occupational safety and health signs at the area assigned for the Contractor.

01 11 01 - 8

11. The removal of temporary connections to the utilities of the base, including the preparation and transmittal of the utility disconnection request, the utility outage request and the approval of the Government.

12. The removal of the portable/modular buildings.

13. The removal of the temporary fence and fabric plastic mesh along the perimeter of the area assigned for the Contractor.

14. Restoration of the area assigned for the Contractor. To include restoration of all grass by means of hydro seeding. Final project acceptance and progress report will not be approved until grass is established and accepted by Contracting Officer.

15. Preparation and transmittal of the letter submittal about the inventory of all excess supplies, materials and equipment imported duty free for use under this contract.

16. Preparation and transmittal of the As-Built drawing submittal.

17. Preparation and transmittal of the spatial data submittal.

18. Preparation and transmittal of the warranty letter submittal.

19. Preparation and transmittal of the submittal of a certificate from the authorized dump about the estimated amounts or waste and construction debris managed during the execution of the project.

20. Approval of the submittals.

21. Project closeout.

13. PROGRESS SCHEDULE (AF Form 3064): Within the 10 calendar days after the contract commencement date or another period determined by the Contracting Officer, the Contractor shall develop and submit a practicable schedule to Construction Management for its approval by

Contracting Officer or authorized representative. The plan shall show:

1. Activity sequence that the Contractor proposes to perform the work.

2. Dates proposed by the Contractor for the start and completion of the salient features of the work (including the acquiring of materials, plant and equipment).

01 11 01 - 9

The progress schedule of the work shall be delivered in the line graphic format at an adequate scale indicating the percentage of work scheduled every 30 calendar days for its execution during the performance period. The programmed works shall correspond to the line items of the cost estimate of the contract. If the Contractor fails to submit a progress schedule of the works within the established period, the Contracting Officer may withhold the approval of the progress payments until the Contractor submits the required progress schedule.

14. PROGRESS REPORT (AF Form 3065): Every 30 calendar days progress report to be submitted to Construction Management Office in accordance with previously submitted

Progress Schedule AF Form 3064. If the Contractor fails to submit a progress report of the works within the established period, the Contracting Officer may withhold the approval of the progress payments until the Contractor submits the required progress schedule. No work items will be considered 100% complete until approval of preconstruction and final submittals required. For each individual project Contracting Officer will determine the maximum percentage of work complete without preconstruction and final submittals required.

15. WORK PLAN

15.1 The Contractor shall submit a Work Plan within 7 calendar days after the Construction Phase starting date. The Work Plan shall present the construction activities planned to take place. The Work

Plan shall be prepared in coordination with the Health and Safety Plan and the Quality Control Plan and shall contain the following:

1. The summary of the proposed methodology for the execution of each task required for the project completion.

2. The resources to be used for the execution of each task required for the project completion describing the equipment and personnel to be used.

3. Daily production for each task required for the project completion.

16. MOBILITY PLAN: The Contractor shall submit a mobility plan to Construction Management for its approval by Contracting Officer or authorized representative. Said plan shall show:

1. Location and area of the work site.

2. Location and area of the offices.

3. Location and area of the parking area.

4. Location and area of the material storage areas.

01 11 01 - 10

The Contractor shall include in the mobility plan the proposed system to supply the utilities required at each site.

16.1. Construction Site Fencing: The construction site, offices, parking area, latrines, and material storage areas shall be fenced in by means of a two-meter high fence with gates and locks, unless otherwise approved the Government. The Contracting Officer or authorized representative shall specify the type of fencing, height and color. Fences shall be screened with a green opaque mesh to prevent the view of the inside of the fenced area from the outside. Fencing shall be completely secured at top and bottom to prevent the access to the fenced area. The fence and mesh shall be adequately anchored to prevent their failing during high wind gusts. The Contractor shall include in the

Mobilization Plan:

1. Photos, catalogs or samples of the fence to be used

2. Photos, catalog or samples of the mesh to be used

The Contractor shall not start the installation of the fencing and mesh until the plan is approved in writing by the Contracting Officer or authorized representative. The responsibility of providing, erecting, keeping and removing all the fences and meshes shall be solely the Contractor. The

Contractor shall replace or repair, within the following 24 hours or as determined by the

Contracting Officer or authorized representative, all fence or mesh sections that have been damaged or deteriorated. Once the works have been finalized, the Contractor shall remove the fences and meshes.

16.2. 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 show on the outside a plaque of 0.5 x 0.5 meters maximum dimensions, indicating the name of the company and telephone number (s) of the person (s) designated as POC for the Contractor. Once the works are finalized, the Contractor shall remove the temporary prefabricated buildings.

16.3. Latrines: Prefabricated temporary buildings required for personnel latrines 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 buildings shall be kept in perfect use conditions and sanitized, shall be treated for insects and shall be emptied and cleaned with a detergent for sanitary use once a week. The frequency of emptying and cleaning shall be adjusted according to needs. The prefabricated temporary buildings shall be located at no less than 50 meters from the existing buildings of Base if they cannot be located near a sewage manhole. Once the works have been

01 11 01 - 11 completed, the Contractor shall remove the temporary facilities and shall leave the area clean and sanitized.

16.4. Parking: The Contractor, their employees and subcontractors shall park all vehicles, including heavy machinery, equipment and vehicles, in areas where they do not pose an obstruction in the corresponding work site.

16.5. Material Storage: Material storage containers shall be in good conditions. The storage of materials, in containers or not, at the work site shall be at the Contractor’s risk. The use of private security guards at the work site shall require the previous Spanish Air Force Security Forces approval.

The Contractor shall not use the work site to store material. Once the works have finished, the

Contractor shall remove the excess stored material.

17. QUALITY CONTROL PLAN: Within 15 calendar days after the Construction Phase starting date and after the approval of the Work Plan, the Contractor shall submit for its approval a complete

Quality Control Plan in English and Spanish which may be consulted by the workers at the

Contractor's offices at the site.

17.1. Content: The plan shall contain at minimum the following:

1. Names and qualifications of the proposed quality control chief and inspectors.

2. Organization Chart: Include the teaming partners/key subcontractors, and the works required for the project. The team partners/key subcontractors indicated shall be those that participate in the project and the same as those submitted in the contract bid. The lack of this information or variation with previously submitted teaming partners/key subcontractors is cause for the disapproval of the QC Plan.

3. Responsibility of the Quality Control Inspectors, Quality Control Manager and the Project Manager.

4. Inspection types to be performed. The Contractor shall fully develop a

Program of Points Inspection (PPI) covering all types of works involved in the project. Development of the PPI shall be based in any and all of the following documents:

a. Project drawings and specifications.

b. Applicable regulations, standards and industry codes.

01 11 01 - 12

c. Specific regulations for certain products, installations or facilities.

d. Manufacturer’s recommendations.

The type and number of Inspection Points (IP) shall be the required to obtain an acceptable level of inspection for achieving the best quality results. The Contracting

Officer or authorized representative shall evaluate if the type and number of

Inspection Points are sufficient to obtain the acceptable quality level.

5. Inspection procedures and actions to be taken for failed or unsatisfactory inspections.

6. Inspection Reporting Forms. Submit all reporting forms for any type of inspection to be performed under this project. As a minimum, a specific form shall be developed for each section of the specifications, covering all necessary inspection points for such work. Minimum information required for each IP shall be:

a. Description of the IP

b. Applicable documents

c. Type and frequency of inspection

d. Lot applied for the inspection

e. Responsible of the performed inspection

f. Inspection result

g. Date of inspection

h. Reference to non-compliance document/register, if not in compliance

i. Information about pass/rejection criteria for the IP

j. Other.

01 11 01 - 13

7. List of planned "Hold Inspection Points" with the estimated dates from the construction schedule.

8. "Schedule of Material Submittals" form of the project with column titled

"Required Submission Date" filled in by the Contractor with the dates estimated by the Contractor for the submission of the corresponding item. Said estimated dates shall be based on the period for the delivery and review of the submissions and re-submissions, the period for the purchase orders, acquisitions and receptions at the work site of the items, the approved Work Plan of the Contractor and the completion date of the contract. If the Work Plan is modified, the Contractor shall update the

"Schedule of Material Submittals" form.

9. Perform daily reports of all activities carried out during the contract term.

These daily reports shall be kept at the work site and shall be available for review at all times. A copy of the daily reports performed from Monday to Friday (or

Sunday if the Contractor works during the weekend) shall be submitted weekly to

Construction Management. The daily report shall include, at least, the following:

a. Inspection date

b. Weather conditions

c. Inspection of the equipment and materials delivered at the work site and their delivery date

d. Names of people who have visited the work site during the day and visit date

e. Inspection of the deficiencies found during the day and the taken corrective actions

f. Inspection and acceptance of the materials and workmanship.

g. Work performed during the day, including the used personnel and equipment

h. Any field change or modification approved by the

Contracting Officer.

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17.2. Daily Report electronic file naming. Each Daily Report shall be named as indicated on this paragraph, failure in doing so will result in rejection of the daily report and the Contractor has to resubmit it. Daily Report file names shall have the following format: XXXXXXX, YYYYYY, Daily

Report, from ZZZZ WW VV to SSSS UU TT, where:

1. XXXXXXX stands for the contract number last seven digits, after removing the first “FA5575“digits.

2. YYYYYY stands for the project number

3. ZZZZ stands for the year in which the inspection is made on Monday

4. WW stands for the month in which the inspection is made on Monday

5. VV stands for the month in which the inspection is made on Monday

6. SSSS stands for the year in which the inspection is made on the last day of the weekly period (Friday or Sunday)

7. UU stands for the month in which the inspection is made on the last day of

8. TT stands for the month in which the inspection is made on the last day of

17.3. Acceptance of the Construction Quality Control (QC) Plan: Acceptance of the QC Plan is required before the start of the work. The Contracting Officer reserves the right to require changes in the QC Plan, operations and key personnel, including the dismissal of personnel, to ensure the specified work quality.

17.4. The Contractor shall be responsible for keeping the records.

18. PRE-FINAL AND FINAL INSPECTIONS: The pre-final and final inspections shall be conducted jointly with the Contractor, the Government inspector and a representative of 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 have been completely fixed before final acceptance of the project works. The Contractor shall request to Construction Management the pre-final or final inspection at least 15 calendar days in advance of the desired date.

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19. WORKDAY:

19.1. Normal Workday: Normal workday shall be from 08:00 to 17:00, from Monday to Friday, except holidays. The Contractor shall perform all work during normal workday unless the

Contracting Officer or authorized representative issues a special authorization to deviate from said work schedule.

19.2. Special Working Hours: If the Contractor wishes to work outside the normal working hours, on Saturdays, Sundays or holidays, he shall submit a request to the Contracting Officer with at least 10 calendar days in advanced for evaluation (approval/disapproval).

20. CONSERVATION AND MAINTENANCE OF THE EXISTING FACILITIES:

Before the start of any work activity, the Contractor will carry out an inspection of the existing facilities at the work site (or adjacent to it), as well as the pavements proposed by the Contractor on the Transit Control Plan and on the Access Route Plan. The Contractor shall submit a report in writing, attaching photographs, to Construction Management of all the defects found during said inspection. The Contractor shall conserve and protect all existing facilities at the work site and adjacent to the work site. The Contractor shall repair all the defects that were not documented in the original report or have been further damaged by the Contractor's construction activities or negligence. These repairs will be completed without additional cost to the Government and before the final acceptance of the project.

21. ENVIRONMENTAL PROTECTION PLAN: Within 15 calendar days after the Construction

Phase starting date, the Contractor shall submit to Construction Management for its approval by

Contracting Officer or authorized representative an Environmental Protection Plan, in English and

Spanish versions, which may be consulted by the workers at the Contractor's offices at the site. The contractors are responsible for the entire process of requesting environmental permits (where necessary) to conduct work after the approval from Spanish Air Force (SpAF) Base Commander. The contractor must submit the request for the SpAF Base Commander’s approval to Civil Engineering.

The program shall comply with applicable Spanish regulations and the below standards.

21.1. Integrated Natural Resources Management Plan for Morón Air Base (2015 - 2020)

21.2. Final Environmental Governing Standards for Spain, May 2014

21.3. Conservation and Maintenance of the Existing Vegetation: The Contractor shall conserve and protect the existing vegetation (trees, shrubs, grass) on the work site or adjacent to it that has not to be removed or has not to be affected by the works required by this contract. The Contractor shall only remove the trees and/or shrubs when specifically indicated on the specifications and

01 11 01 - 16 drawings and shall avoid damaging the remaining vegetation. If any tree branch is split during the execution of the works due to the handling of the equipment or due to some carelessness of the workers, the Contractor shall prune those affected branches with a clean cut and apply a pruning paste to said cut. The Contractor shall cut the vegetal cover and/or turf at the work site to include a minimum of 1 meter outside of fencing so that it does not exceed 10 cm in height. The Contractor shall restore, at no additional cost to the Government, to its original condition the area affected during the execution of the project works before the final acceptance of project works.

21.4. Site Cleaning: The Contractor shall remove debris, waste materials and garbage and shall keep the site always tidy. All waste materials and garbage shall be placed in containers provided by the Contractor, which shall be removed daily outside of the Base to an authorized dump during the progress of the work. The Contractor shall ensure that all volatile wastes are placed in suitable containers to prevent that the wind blows them to adjacent areas and/or the aerodrome. Once the works are completed, the Contractor shall remove the containers.

21.5. Access Route Cleaning: The Contractor shall be solely responsible for any material dumped/spilled by trucks, vehicles, machinery or equipment on the access routes. Said material deposited on the access routes shall be removed by the Contractor immediately. The Contractor shall be responsible for ensuring that all access routes are kept clean at all times. No amount of material deposited on the access routes shall be tolerated.

21.6. Waste and Debris: The Contractor, 15 calendar days prior to the final inspection date, shall submit a certificate from the authorized dump or waste management plant to the Construction

Management for its approval by Contracting Officer or authorized representative with the quantities of waste and debris managed during the period of the execution of the works. The delivery tickets shall be previously delivered to Construction Management for their review during the work execution. A report detailing the types and quantities of construction debris removed will be provided to the environmental section upon completion of the works.

21.7. Hazardous Material: The contractor shall provide SDSs to the environmental section for review for each chemical they will be using to execute the project. Estimated quantities of each chemical to be used will also be provided. Before transporting any hazardous material, the

Contractor shall contact the Chief of Construction Management to coordinate its handling, transportation and storage. The Contractor shall be responsible for complying with all applicable environmental regulations related to handling, transportation and storage of hazardous materials and/or waste.

21.8. Noise Control and Prevention: The Contractor shall comply with all applicable state, autonomous community, municipality and Base regulations related to the control and prevention of the noise. The Contractor shall take the measures required to prevent and control the noise in the vicinity of the construction area.

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21.9. Dust Control and Prevention: The Contractor shall comply with all applicable state, autonomous community, municipality and Base regulations related to the control and prevention of the dust. The Contractor shall take the measures required to prevent and control the dust in the vicinity of the construction area.

21.10. Storm Water Pollution Control and Prevention: The Contractor shall comply with all applicable state, autonomous community, municipality and Base regulations related to the control and prevention of the pollution of the storm water. The Contractor shall take the measures required to prevent and control the pollution of the surface and ground storm waters.

22. SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION:

22.1. Maintenance and Updating of Specifications and As-Built Drawings: During the work execution, the Contractor shall keep 2 sets of specifications and drawings at A1 size. All the variations between the work as it has been built and the one indicated or specified on the original documents of the contract shall be shown in red. The As-Built drawings shall be kept updated at the work site at all times during the contract. All the revisions of the drawings shall be shown as follows:

1. The revisions shall be numbered

2. The revisions shall be marked in red accompanied with the revision number

3. The revision number shall be indicated on the "Mark" column of the title block

4. The revision description shall be indicated on the "Description" column of the title block

5. The approval date of the revision shall be indicated on the "Date" column of the title block

6. The Government Construction Management inspector has to sign on "Appr" column on the title block.

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

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22.3. Submittal of As-Built drawings: 15 calendar days prior to the final inspection date, the

Contractor shall submit to Construction Management for its approval by Contracting Officer or authorized representative:

1. One complete set of the As-Built drawings in paper and A1 size showing:

a. "As-Built" stamp near the title box

b. Revisions numbered, marked in red, described, dated and signed by project inspector

2. One CD with the As-Built drawings in AutoCAD format. The AutoCAD version shall be the same version used by the Base Design Section. The name of the drawing files on the CD shall correspond to the drawing number. The CD, as well as the drawing title block, shall include the following information:

a. Project Name and Number.

b. Date.

c. Contract Number.

d. Contractor Name.

23. SITE INVESTIGATION AND CONDITIONS AFFECTING WORK: Site Investigation and

Conditions Affecting the Work, Apr 1984). The Contractor will take steps reasonably 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:

1. Conditions bearing upon transportation, disposal, handling, and storage of materials.

2. The availability of labor, water, electric power, and roads.

3. Uncertainties of weather, river stages or similar physical conditions at the site.

4. The conformation and conditions of the ground.

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5. The character of equipment and facilities needed preliminary to and during work performance.

The Contractor also acknowledges that it has satisfied itself as to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered as this information is reasonably ascertainable from an inspection of the site, including all exploratory work done by the Government, as well as from the drawings and specifications made a part of this contract. Any failure of the

Contractor to take the actions described will not relieve the Contractor from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expense to the Government. The Government assumes no responsibility for any conclusions or interpretations made by the Contractor based on the information made available by the Government.

24. PERMITS AND RESPONSIBILITIES: The Contractor, without additional expense to the

Government, shall be responsible for obtaining any necessary licenses and permits, and for complying with any USAF or Spanish national, autonomous community and municipality laws, codes, and regulations applicable to the performance of the work. The Contractor shall be responsible for all damages to persons or properties that may occur due to the Contractor’s operations. 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 that may have been accepted under the contract.

25. CONTRACTOR AND SUBCONTRACTOR PERSONNEL: The key staff organizational chart identifying roles and responsibilities shall be posted in the Contractor’s office at all times. Any proposed key staff proposed change during the execution of the project shall be submitted to

Construction Management for its approval by Contracting Officer or authorized representative.

25.1. Key Staff: The Contractor shall submit the organizational chart of proposed key staff

(Superintendent, Quality Control Manager, Surveyor, and Safety Chief) for Contracting Officer approval. The required key staff positions are mandatory and shall not be interchangeable. The

Contractor shall identify Teaming Partners/Key Subcontractors and describe the extent of their involvement in the project and applicable qualifications, certifications, and specialized experience.

The Contracting Officer or authorized representative shall have the right to determine, without appeal of such decision, whether the proposed or previously approved key personnel has the competence and technical capability or not, in which case, said key personnel shall be replaced immediately by another subject to approval by the Contracting Officer or his authorized representative.

25.2. Project Manager: The Contractor shall be responsible for the overall work management and shall assign a competent Project Manager from his own…