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Partial Budget No. 4 Doñana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 131 4.3.1.3 m² Manual application of two coats of synthetic enamel with rapid drying on terrace railings and ramps, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of synthetic anti-corrosive primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior railing with handrail and with vertical and horizontal bar spacing, made of steel. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Painting of both sides and anchor plates to the ground. Measurement criterion for project: Surface of the enclosing polygon, measured according to graphic documentation of Project, by one side only, without discounting holes. Measurement criterion for work: The surface of the enclosing polygon of the units actually executed according to Project specifications will be measured, by one side only. Units Length Width Height Partial Subtotal Railings 75cm above masonry wall 1 25.000 0.750 18.750 Railings 100cm 1 17.100 1.000 17.100 35.850 35.850 Total m² …: 35.850 23.18 831.00 4.3.1.4 m² Manual application of two coats of synthetic enamel with rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of synthetic anti-corrosive primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on pedestrian and vehicle gate of fence type, made of steel. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Painting on both sides. Measurement criterion for project: Surface of the enclosing polygon, measured according to graphic documentation of Project, by one side only, without discounting holes. Measurement criterion for work: The surface of the enclosing polygon of the units actually executed according to Project specifications will be measured, by one side only. Units Length Width Height Partial Subtotal Pedestrian gates 1 1.000 2.500 2.500 1 3.000 2.500 7.500

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Partial Budget No. 4 Doñana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 132 1 2.200 2.500 5.500 Vehicle gate 1 5.000 2.500 12.500 28.000 28.000 Total m² …: 28.000 23.18 649.04 4.3.1.5 m² Manual application of two coats of synthetic enamel with rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of synthetic anti-corrosive primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on circular laminated steel pillar. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Measurement criterion for project: Surface measured according to graphic documentation of Project. Measurement criterion for work: The surface actually executed according to Project specifications will be measured. Units Length Width Height Partial Subtotal 4 pillars in entrance booth 4 0.800 4.000 12.800 12.800 12.800 Total m² …: 12.800 29.11 372.61 4.3.1.6 m² Manual application of two coats of synthetic enamel with rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of synthetic anti-corrosive primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on eight circular pillars and beams (rafters) formed by simple laminated steel profiles, with metal mesh. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Measurement criterion for project: Surface measured in horizontal projection according to graphic documentation of Project. Measurement criterion for work: The surface measured in horizontal projection according to graphic documentation of Project will be measured. Units Sup Width Height Partial Subtotal Metal pergola next to north access 1 48.600 48.600 48.600 48.600 Total m² …: 48.600 83.69 4,067.33

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Partial Budget No. 4 Doñana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 133 4.3.1.7 m Manual application of two coats of synthetic enamel with rapid drying on grilles over perimeter parapet between brick pilasters, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of synthetic anti-corrosive primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior grille with vertical and horizontal bar spacing, made of steel. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Painting of both sides and anchor plates. Includes painting of small lamp post on pilaster. Measurement criterion for project: Measured by linear meter of perimeter parapet, measured according to graphic documentation of Project. Measurement criterion for work: The linear meter of perimeter parapet will be measured, measured according to graphic documentation of Project. Discounting the meters of grilles that cannot be painted due to vegetation (hedges). Units Length Width Height Partial Subtotal Grille over perimeter parapet 1 94.700 94.700 94.700 94.700 Total m …: 94.700 16.23 1,536.98 4.3.1.8 m² Manual application of two coats of synthetic enamel with rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of synthetic anti-corrosive primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior steel door, blind. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Measurement criterion for project: Surface measured according to graphic documentation of Project, without discounting holes, by both sides, including the cover plates. Measurement criterion for work: The surface actually executed according to Project specifications will be measured, by both sides, including the cover plates. Units Length Faces Height Partial Subtotal Garage door 1 5.000 2.000 2.500 25.000 Pedestrian door next to garage 1 1.000 2.000 2.100 4.200 Transformation Center doors 3 1.000 2.000 2.100 12.600 Transformation Center windows 8 1.200 2.000 1.000 19.200

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Partial Budget No. 4 Doñana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 134 61.000 61.000 Total m² …: 61.000 23.18 1,413.98 Total subchapter 4.3.1.- Painting in Common Areas: 19,176.64 4.3.2.- Pavement in Common Areas 4.3.2.1 m² Demolition of existing exterior pavement, of rustic ceramic tiles, with pneumatic hammer, without damaging adjacent structural elements, and manual loading onto a truck or container. Economic valuation criterion: The price includes the chipping of the adhered material to the support, but does not include the demolition of the support base. Includes: Demolition of the element. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction remains. Manual loading of debris onto a truck or container. Includes demolition of pavement on stairs and stringers. Measurement criterion for project: Surface measured according to graphic documentation of Project. Measurement criterion for work: The surface actually demolished according to Project specifications will be measured. Units Sup Width Height Partial Subtotal Flat roof around block 1 602.600 602.600 Stair area next to pergola, coefficient x2 2 7.700 15.400 Area under pergola 1 69.000 69.000 687.000 687.000 Total m² …: 687.000 6.21 4,266.27 4.3.2.2 m² Layer of industrial cement mortar, M-5, 2-3 cm thick, fratasado finish, for regularization of slope on flat roof. Includes: Pouring, spreading, and leveling of the regularization mortar layer. Includes the regularization layer in areas with ramps and stairs. Measurement criterion for project: Surface measured according to graphic documentation of Project. Measurement criterion for work: The surface actually executed according to Project specifications will be measured. Units Sup Width Height Partial Subtotal Flat roof around block 1 602.600 602.600 Stair area next to pergola, coefficient x2 2 7.700 15.400 Area under pergola 1 69.000 69.000 687.000 687.000

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Partial Budget No. 4 Doñana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 135 Total m² …: 687.000 11.75 8,072.25 4.3.2.3 m² Exterior pavement of technical porcelain stoneware pieces, 400x400x10 mm, medium range, water absorption capacity E <0.1%, BIa group, according to UNE-EN 14411, with slip resistance Rd> 45 according to UNE-EN 16165 and slip resistance class 3 according to CTE; breaking load > 3000 N; flexural strength > 45 N/mm². SUPPORT: cement mortar. PLACEMENT: in thin layer and by double gluing with improved cementitious adhesive, C2 TE, according to UNE-EN 12004, with reduced slip and extended open time. JOINTING: with improved cementitious joint mortar, with reduced water absorption and high resistance to abrasion type CG 2 W A, gray color, in 2 mm thick joints. Includes: Cleaning and checking of the support surface. Leveling of the finish levels. Layout of the piece and movement joints. Application of the adhesive. Placement of the crosses. Placement of the pieces with a trowel. Formation of partition, perimeter, and structural joints. Jointing. Removal and cleaning of excess material. Final cleaning of the pavement. Includes the placement of pavement in ramp and stair areas (steps and stringers). Measurement criterion for project: Useful surface, measured according to graphic documentation of Project. No increment has been made in the measurement for breaks and cuts, since in the decomposition a 5% increase in pieces has been considered. Measurement criterion for work: The surface actually executed according to Project specifications will be measured. Units Sup Width Height Partial Subtotal Flat roof around block 1 602.600 602.600 Stair area next to pergola, coefficient x2 2 7.700 15.400 Area under pergola 1 69.000 69.000 687.000 687.000 Total m² …: 687.000 69.42 47,691.54 Total subchapter 4.3.2.- Pavement in Common Areas: 60,030.06 4.3.3.- Garden Wall in Common Areas 4.3.3.1 m³ Demolition of hollow concrete block wall, coated, with pneumatic hammer, and manual loading onto a truck or container. Economic valuation criterion: The price includes the demolition of the coating. Includes: Demolition of the wall and its coatings. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction remains. Manual loading of debris onto a truck or container. Measurement criterion for project: Volume measured according to graphic documentation of Project. Measurement criterion for work: The volume actually demolished according to Project specifications will be measured. Units Length Width Height Partial Subtotal

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Partial Budget No. 4 Doñana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 136 Garden wall in common areas, next to NE facade 1 9.600 0.200 1.800 3.456 3.456 3.456 Total m³ …: 3.456 69.86 241.44 4.3.3.2 m³ Excavation of trenches for foundations up to a depth of 2 m, in any type of terrain, with manual means, and storage at the edges of the excavation. Economic valuation criterion: The price does not include the transportation of the excavated materials. Includes: General layout and fixing of reference points and levels. Placement of camillas at corners and ends of alignments. Excavation in successive horizontal strips and extraction of earth. Refining of bottoms and sides by hand, with extraction of earth. Storage of excavated materials at the edges of the excavation. Measurement criterion for project: Volume measured on the theoretical sections of the excavation, according to graphic documentation of Project, without duplicating corners or encounters. Measurement criterion for work: The theoretical volume executed according to Project specifications will be measured, without duplicating corners or encounters and without including increments for unauthorized excess excavation, or the necessary backfill to reconstruct the theoretical section due to defects attributable to the Contractor. The excavation will be measured once executed and before any backfill is made. If the Contractor closes the excavation before the measurement is made, it will be understood that they agree to what is unilaterally determined by the director of the work execution. Units Length Width Height Partial Subtotal Foundation of garden wall 1 9.600 1.000 0.500 4.800 4.800 Total m³ …: 4.800 41.55 199.44 4.3.3.3 m³ Concrete HL-150/B/20, manufactured in a central plant and poured with a bucket, for forming a layer of concrete for cleaning and leveling of foundation bottoms, in the previously excavated trench. Includes: Layout. Placement of touches and/or formation of masters. Pouring and compacting of concrete. Crowning and leveling of concrete. Measurement criterion for project: Theoretical volume, according to graphic documentation of Project. Measurement criterion for work: The theoretical volume executed according to Project specifications will be measured, without including increments for unauthorized excess excavation. Units Length Width Height Partial Subtotal Garden wall foundation 1 9.600 0.500 0.100 0.480 0.480 Total m³ …: 0.480 92.89 44.59

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Partial Budget No. 4 Doñana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 137 4.3.3.4 m³ Continuous foundation beam, of reinforced concrete, made in a previous excavation, with HA-25/F/20/XC2 concrete manufactured in a central plant, and poured with a bucket, and B 500 S steel according to UNE-EN 10080, with an approximate quantity of 100 kg/m³. Including waiting armatures of pillars or other elements, tying wire, and separators. Economic valuation criterion: The price includes the elaboration of the reinforcement (cutting, bending, and shaping of elements) in the site workshop and the assembly in the definitive place of its placement in the work, but does not include the formwork. Includes: Layout and tracing of beams and pillars or other structural elements that support them. Placement of separators and fixing of armatures. Pouring and compacting of concrete. Crowning and leveling of foundations. Curing of concrete. Measurement criterion for project: Volume measured on the theoretical sections of the excavation, according to graphic documentation of Project. Measurement criterion for work: The theoretical volume executed according to Project specifications will be measured, without including increments for unauthorized excess excavation. Units Length Width Height Partial Subtotal Garden wall foundation 1 9.600 1.000 0.500 4.800 4.800 Total m³ …: 4.800 272.50 1,308.00 4.3.3.5 m³ Garden wall of reinforced concrete, made with HA-25/F/20/XC2 concrete manufactured in a central plant, and poured with a pump, and B 500 S steel according to UNE-EN 10080, with an approximate quantity of 50 kg/m³. Including tying wire and separators. Economic valuation criterion: The price includes the elaboration and assembly of the reinforcement in the definitive place of its placement in the work, but does not include the formwork. Includes: Placement of the armature with approved separators. Resolution of construction joints. Cleaning of the base support of the wall on the foundation. Pouring and compacting of concrete. Curing of concrete. Repair of surface defects, if necessary. Measurement criterion for project: Volume measured on the theoretical calculation section, according to graphic documentation of Project, deducting holes with a surface area greater than 2 m². Measurement criterion for work: The theoretical volume executed according to Project specifications will be measured, deducting holes with a surface area greater than 2 m². Units Length Width Height Partial Subtotal Garden wall 1 9.600 0.250 1.800 4.320 4.320 Total m³ …: 4.320 205.27 886.77

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Partial Budget No. 4 Doñana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 138 4.3.3.6 m² Assembly and disassembly on one side of the wall, of a two-sided formwork system with an industrial-type finish for coating, made with modular metal panels, amortizable in 150 uses, for forming a reinforced concrete wall, up to 3 m high and flat surface, for earth containment. Including pass-throughs for the passage of tensors, sustentation elements, fixing and shoring necessary for its stability; and release agent, to prevent the adhesion of concrete to the formwork. Includes: Cleaning and preparation of the support plane. Placement of pass-throughs for the passage of tensors. Assembly of the formwork system. Placement of sustentation elements, fixing and shoring. Alignment and leveling of the formwork. Disassembly of the formwork system. Cleaning and storage of the formwork. Measurement criterion for project: Formwork surface in contact with the concrete, measured according to graphic documentation of Project, without deducting holes smaller than 1 m². Measurement criterion for work: The formwork surface in contact with the concrete actually executed according to Project specifications will be measured, without deducting holes smaller than 1 m². Units Length Width Height Partial Subtotal Formwork for garden wall 1 9.600 1.800 17.280 17.280 Total m² …: 17.280 19.75 341.28 4.3.3.7 m² Waterproofing of concrete wall in contact with the ground, on its exterior face, with aqueous-based asphalt emulsion, applied in two coats, (yield: 1 kg/m² per coat). Includes: Preparation of the support surface. Application of the first coat. Application of the second coat. Measurement criterion for project: Surface measured according to graphic documentation of Project. Measurement criterion for work: The surface actually executed according to Project specifications will be measured. Units Length Width Height Partial Subtotal Garden wall 1 9.600 1.800 17.280 17.280 Total m² …: 17.280 11.17 193.02

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Partial Budget No. 4 Doñana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 139 4.3.3.8 m² Drainage of concrete wall in contact with the ground, on its exterior face, with a nodular structure high-density polyethylene (PEAD/HDPE) drainage sheet, with 7.5 mm high nodules, compression resistance 150 kN/m² according to UNE-EN ISO 604, drainage capacity 5 l/(s·m) and nominal mass 0.5 kg/m². Placement on site: with overlaps, with the nodules against the previously waterproofed wall, with rosettes (2 units/m²). Including metal profile for upper finish and self-adhesive strip to increase the tightness of the overlap joints. Includes: Execution of auxiliary work on the support surface (shaping of corners, passage of pipes, etc.). Cleaning and preparation of the surface. Placement of the drainage sheet. Resolution of singular points. Placement of self-adhesive strip on overlap joints. Measurement criterion for project: Surface measured according to graphic documentation of Project. Measurement criterion for work: The surface actually executed according to Project specifications will be measured, including deliveries and overlaps. Units Length Width Height Partial Subtotal Garden wall 1 9.600 1.800 17.280 17.280 Total m² …: 17.280 14.47 250.04

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Partial Budget No. 4 Doñana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 140 4.3.3.9 m Trench drain in the perimeter of the wall in contact with the ground, 45 cm high and 70 cm wide, with a minimum slope of 0.50%, for capturing water that seeps through the surface of the ground, in whose bottom a slotted PVC pipe is placed, with a double wall, the outer wall corrugated and the inner wall smooth, teja RAL 8023 color, with slotting along an arc of 220° in the valley of the corrugation, for drainage, nominal ring stiffness 4 kN/m², 200 mm nominal diameter, 182.4 mm inner diameter, according to UNE-EN 13476-1, 6 m nominal length, union by socket with elastomeric gasket, placed on a concrete base HM-20/B/20/X0, 10 cm thick, in the shape of a cradle to receive the pipe and form the slopes, with 25 cm backfill on each side of the pipe and 25 cm upper backfill above the upper generatrix of the pipe with unclassified filtering gravel, all wrapped in a non-woven geotextile composed of polyester fibers joined by needle punching, with a longitudinal tensile strength of 1.63 kN/m, transverse tensile strength of 2.08 kN/m, cone penetration test according to UNE-EN ISO 13433 less than 27 mm, CBR puncture resistance 0.4 kN and surface mass of 200 g/m². Including lubricant for assembly. Economic valuation criterion: The price does not include excavation or main backfill. Includes: Layout and tracing of the conduit in plan and slopes. Formation of the concrete base. Placement of the geotextile. Lowering and placement of the pipes in the bottom of the trench. Assembly, connection, and testing of its correct functioning. Execution of the surrounding backfill. Double overlap closure of the filtering package made with the geotextile itself. Execution of service tests. Measurement criterion for project: Length measured in horizontal projection, according to graphic documentation of Project. Measurement criterion for work: The length actually executed according to Project specifications will be measured, in horizontal projection. Units Length Width Height Partial Subtotal Garden wall 1 10.000 10.000 10.000 Total m …: 10.000 50.54 505.40

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Partial Budget No. 4 Doñana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 141 4.3.3.10 m² Formation of a continuous coating of cement mortar, type GP CSIII W1, masterized, 15 mm thick, applied on a vertical exterior wall, fratasado finish, with placement of an anti-alkaline fiberglass mesh in the center of the mortar thickness, to arm and reinforce it. Including placement of an anti-alkaline fiberglass mesh for reinforcement of encounters between different materials and on the fronts of slabs, in 20% of the wall surface, formation of joints, corners, masters with separation between them not exceeding one meter, edges, recesses, jambs, lintels, finishes at encounters with walls, coatings, or other elements received on its surface. Includes: Placement of the mesh between different materials and on the fronts of slabs. Cutting of work panels. Placement of guides and stretching of sheets. Placement of tientos. Execution of masters. Application of the mortar. Execution of joints and encounters. Surface finish. Curing of the mortar. Measurement criterion for project: Surface measured according to graphic documentation of Project, without deducting holes smaller than 4 m² and deducting, in holes with a surface area greater than 4 m², the excess over 4 m². Measurement criterion for work: The surface actually executed according to Project specifications will be measured, deducting, in holes with a surface area greater than 4 m², the excess over 4 m². Units Length Width Height Partial Subtotal Garden wall, exterior face 1 9.600 1.800 17.280 17.280 Total m² …: 17.280 32.67 564.54 4.3.3.11 m² Manual application of two coats of plastic paint, color to be chosen, matte finish, smooth texture, the first coat diluted with 15 to 20% water and the second coat diluted with 5 to 10% water or undiluted, (yield: 0.1 l/m² per coat); prior application of a coat of acrylic primer, regulator of absorption, on exterior wall of cement mortar. Economic valuation criterion: The price includes the protection of elements in the surroundings that may be affected during the work and the resolution of singular points. Includes: Preparation, cleaning, and previous sanding of the support. Preparation of the mixture. Application of a coat of primer. Application of two coats of finish. Measurement criterion for project: Surface measured according to graphic documentation of Project, with the same criterion as the base support. Measurement criterion for work: The surface actually executed according to Project specifications will be measured, with the same criterion as the base support. Units Length Width Height Partial Subtotal Garden wall, exterior face 1 9.600 1.800 17.280 17.280 Total m² …: 17.280 11.46 198.03 Total subchapter 4.3.3.- Garden Wall in Common Areas: 4,732.55 Total subchapter 4.3.- Common Areas Doñana: 83,939.25

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Partial Budget No. 4 Doñana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 142 4.4.- Doñana-Safety and Health and Waste Management of Demolition and Construction 4.4.1 Unit Set of individual and collective protection systems, necessary for compliance with current regulations on Safety and Health at Work. Including maintenance in safe conditions throughout the required period, repair or replacement, and transportation to the storage or container removal place. Includes: Nothing. Measurement criterion for project: Number of units planned, according to Safety and Health Study or Basic Safety and Health Study. Measurement criterion for work: The number of units actually placed according to Safety and Health Study or Basic Safety and Health Study specifications will be measured. Units Length Width Height Partial Subtotal Approx. 1.5%-2% of PEM 1 1.000 1.000 1.000 Total Unit …: 1.000 6,103.33 6,103.33 4.4.2 Unit Transportation of unclassified inert waste mixture produced in construction and/or demolition works, with a 7 m³ container, to a specific landfill, external construction and demolition waste treatment plant, or waste recovery or disposal center. Including delivery, rental, and pickup service on site of the container. Economic valuation criterion: The price includes the dumping fee for waste delivery. Includes: Loading the container onto a truck. Transportation of construction waste to a specific landfill, external construction and demolition waste treatment plant, or waste recovery or disposal center. Measurement criterion for project: Number of units planned, according to graphic documentation of Project. Measurement criterion for work: The number of units actually transported according to Project specifications will be measured. Units Length Width Height Partial Subtotal Estimation 3.5-4% of PEM approx. 1 1.000 1.000 1.000 Total Unit …: 1.000 14,241.12 14,241.12 Total subchapter 4.4.- Doñana-Safety and Health and Waste Management of Demolition and Construction: 20,344.45 Total partial budget No. 4 Doñana: 427,233.64

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Partial Budget No. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 143 5.1.- Mezquita-Previous Actions/Auxiliary Means 5.1.1 Unit Transportation to the site and removal of an articulated arm aerial lift, diesel engine, 21 m maximum working height. Includes: Nothing. Measurement criterion for project: Number of units planned, according to graphic documentation of Project. Measurement criterion for work: The number of units actually executed according to Project specifications will be measured. Units Length Width Height Partial Subtotal 1 1.000 1.000 1.000 Total Unit …: 1.000 137.37 137.37 5.1.2 Unit Daily rental of an articulated arm aerial lift, diesel engine, 21 m maximum working height. Economic valuation criterion: The price includes maintenance and civil liability insurance. Includes: Periodic review to guarantee stability and safety conditions. Measurement criterion for project: Number of units planned, according to graphic documentation of Project. Measurement criterion for work: Amortization in the form of daily rental, according to conditions defined in the contract signed with the supplying company. Units Length Width Height Partial Subtotal 6 months approx 180 180.000 180.000 180.000 Total Unit …: 180.000 185.35 33,363.00 5.1.3 Unit Transportation and removal of a volume scaffold, formed by 200 m³ of galvanized steel tubular structure and 100 m² work platform, located up to 20 m maximum height. Includes: Nothing. Measurement criterion for project: Number of units planned, according to graphic documentation of Project. Measurement criterion for work: The number of units actually executed according to Project specifications will be measured. Units Length Width Height Partial Subtotal 6 6.000 6.000 6.000 Total Unit …: 6.000 390.82 2,344.92

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Partial Budget No. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 144 5.1.4 Unit Rental, for 120 natural days, of a volume scaffold, formed by 200 m³ of galvanized steel tubular structure, 48.3 mm diameter and 3.2 mm thickness, and 100 m² work platform, located up to 20 m maximum height, internal staircase with hatch and rear railing with two bars and kick plate, and front railing with one bar. Including monthly review of the scaffold by the installing company, according to R.D. 2177/2004, to guarantee stability and safety conditions. Includes: Periodic review to guarantee stability and safety conditions. Measurement criterion for project: Number of units planned, according to graphic documentation of Project. Measurement criterion for work: Amortization in the form of daily rental, according to conditions defined in the contract signed with the supplying company, considering a minimum of 300 m³ of structure volume, 100 m² of work platform surface, and 15 natural days. Units Length Width Height Partial Subtotal 6 6.000 6.000 6.000 Total Unit …: 6.000 2,557.20 15,343.20 Total subchapter 5.1.- Mezquita-Previous Actions/Auxiliary Means: 51,188.49 5.2.- ME-Envelope 5.2.1 m² Manual application of two coats of plastic paint, white color, matte finish, smooth texture, the first coat diluted with 15 to 20% water and the second coat diluted with 5 to 10% water or undiluted, (yield: 0.1 l/m² per coat); prior application of a coat of acrylic primer, regulator of absorption, on exterior wall of cement mortar. Economic valuation criterion: The price includes the protection of elements in the surroundings that may be affected during the work and the resolution of singular points. Includes: Preparation, cleaning, and previous sanding of the support. Preparation of the mixture. Application of a coat of primer. Application of two coats of finish. Measurement criterion for project: Surface measured according to graphic documentation of Project, with the same criterion as the base support. Measurement criterion for work: The surface actually executed according to Project specifications will be measured, with the same criterion as the base support. NE Facade Units Sup Width Length Partial Subtotal GROUND FLOOR Area with ramps (pillars and vertical parts of ramps) 3 28.700 86.100 Area between ramps (pillars, planters, railings, parapets) 6 99.350 596.100 FIRST FLOOR

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Partial Budget No. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 145 Eave of slab and gutter 1 0.450 112.400 50.580 Parapet 1 meter high (including planters) 2 1.100 124.800 274.560 Parapet and partitions between homes 2.60 meters high 2 2.600 56.000 291.200 Circular pillars 2.60 meters high 24 2.600 1.250 78.000 Square pillars 2.60 meters high 1 2.600 12.500 32.500 Curved molding over windows 6 0.200 1.000 1.200 SECOND FLOOR Eave of slab and gutter 1 0.450 114.600 51.570 Parapet 1 meter high (including planters) 2 1.100 124.900 274.780 Parapet and partitions between homes 2.60 meters high 2 2.600 48.700 253.240 Circular pillars 2.60 meters high 24 2.600 1.250 78.000 Square pillars 2.60 meters high 1 2.600 11.200 29.120 Curved molding over windows 6 0.200 1.500 1.800 THIRD FLOOR Eave of slab and gutter 1 0.450 109.700 49.365 Parapet 1 meter high (including planters) 2 1.100 120.700 265.540 Parapet and partitions between homes 2.60 meters high 2 2.600 43.300 225.160 Square pillars 2.60 meters high 1 2.600 11.200 29.120 Curved molding over windows 6 0.200 2.500 3.000 FOURTH FLOOR Eave of slab and gutter 1 0.450 111.500 50.175 Parapet 1 meter high (including planters) 2 1.100 120.200 264.440 Parapet and partitions between homes 2.60 meters high 2 2.600 33.600 174.720 Square pillars 2.60 meters high 1 2.600 11.600 30.160 Curved molding over windows 6 0.200 3.300 3.960 FIFTH FLOOR Central eave 1 1.150 73.400 84.410 Corner eave 2 0.500 12.500 12.500 Semicircles in corners 2 1.700 3.400 Large shunt 6 2.600 5.000 78.000 Small shunt 24 1.000 2.400 57.600 3,430.300 3,430.300 SOUTH Facade Units Sup Width Length Partial Subtotal FIRST FLOOR Terraces between portals (including perimeter wall, partitions between homes, railings) 5 76.500 382.500 Corner terrace 2 44.000 88.000 SECOND, THIRD, FOURTH, AND FIFTH FLOORS Terraces between stair modules (including gutter, eave of slab, parapet, partitions between homes) 20 71.750 1,435.000 Corner terraces (including gutter, eave of slab, parapet, partitions between homes) 8 43.000 344.000 ROOF Central eave (including gutter) 5 1.150 11.500 66.125 Corner eaves (including gutter) 2 1.150 6.150 14.145

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Partial Budget No. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 146 2,439.930 2,439.930 EAST Facade Units Sup Width Length Partial Subtotal GROUND FLOOR Curtain wall (area between ramps and corners) 1 84.000 2.600 218.400 Curtain wall (area of ramps) 1 63.500 3.800 241.300 FIRST TO FIFTH FLOORS Curtain wall 1 210.000 210.000 Corner eave P4 1 4.200 0.500 2.100 212.100 212.100 NORTH Facade Units Length Width Height Partial Subtotal Curtain wall 1 210.000 210.000 Corner eave P4 1 4.200 0.500 2.100 212.100 212.100 5,974.430 5,974.430 Total m² …: 5,974.430 11.56 69,064.41 5.2.2 m² Manual application of two coats of plastic paint, color to be chosen, matte finish, smooth texture, the first coat diluted with 15 to 20% water and the second coat diluted with 5 to 10% water or undiluted, (yield: 0.1 l/m² per coat); prior application of a coat of acrylic primer, regulator of absorption, on exterior wall of cement mortar. Economic valuation criterion: The price includes the protection of elements in the surroundings that may be affected during the work and the resolution of singular points. Includes: Preparation, cleaning, and previous sanding of the support. Preparation of the mixture. Application of a coat of primer. Application of two coats of finish. Measurement criterion for project: Surface measured according to graphic documentation of Project, with the same criterion as the base support. Measurement criterion for work: The surface actually executed according to Project specifications will be measured, with the same criterion as the base support. NE Facade Units Length Sup Height Partial Subtotal GROUND FLOOR Curtain wall (area between ramps and corners) 1 84.000 2.600 218.400 Curtain wall (area of ramps) 1 63.500 3.800 241.300 FIRST TO FIFTH FLOORS Curtain wall 1 103.500 2.600 1,076.400 Roof (including gutter and moldings and pillar capitals) 1 346.000 346.000 FIRST FLOOR Roof (including gutter and moldings and pillar capitals) 1 292.500 292.500 SECOND FLOOR Roof (including gutter and moldings and pillar capitals) 1 241.500 241.500 THIRD FLOOR Roof (including gutter and moldings and pillar capitals) 1 192.500 192.500 FOURTH FLOOR Roof (including gutter and moldings and pillar capitals) 1 135.500 135.500 Small shunt 24 2.400 1.000 57.600 10 4.500 0.500 22.500 Coronation large shunt 6 5.000 1.500 45.000 Coronation small shunt 24 2.400 1.000 57.600 2,879.200 2,879.200

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Partial Budget No. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 147 SOUTH Facade Units Length Sup Height Partial Subtotal Curtain wall P1-P5 5 95.000 2.600 1,235.000 Roof P1-P4 (including gutter) 20 17.000 340.000 Roof P1-P4 (including gutter) corners 8 16.000 128.000 Roof P5 (horizontal part of eave) 1 118.500 118.500 Coronation small shunt 24 2.400 1.000 57.600 Canto de alero en P6 12 3.600 0.500 21.600 1,900.700 1,900.700 SOUTH Facade Units Sup Width Height Partial Subtotal Curtain wall 1 210.000 210.000 Corner eave P4 1 4.200 0.500 2.100 212.100 212.100 NORTH Facade Units Length Width Height Partial Subtotal Curtain wall 1 210.000 210.000 Corner eave P4 1 4.200 0.500 2.100 212.100 212.100 5,204.100 5,204.100 Total m² …: 5,204.100 11.56 60,159.40 5.2.3 m² Manual application of two coats of synthetic enamel with rapid drying on ramp railings, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of synthetic anti-corrosive primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior railing with handrail and with vertical and horizontal bar spacing, made of steel. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Painting of both sides and anchor plates to the ground. Measurement criterion for project: Surface of the enclosing polygon, measured according to graphic documentation of Project, by one side only, without discounting holes. Measurement criterion for work: The surface of the enclosing polygon of the units actually executed according to Project specifications will be measured, by one side only. NE Facade Units Length Width Height Partial Subtotal GROUND FLOOR RAILINGS (measurement 1 face) Portal 1 1 16.500 1.000 16.500 Portal 2 1 16.500 1.000 16.500 Portal 3 1 16.500 1.000 16.500 Portal 4 1 16.500 1.000 16.500 Portal 5 1 16.500 1.000 16.500 Portal 6 1 16.500 1.000 16.500 99.000 99.000 Total m² …: 99.000 23.18 2,294.82

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Partial Budget No. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 148 5.2.4 Unit Manual application of two coats of synthetic enamel with rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of synthetic anti-corrosive primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior carpentry of access to terraces on the ground floor, 70x100cm, with lattice infill, made of steel. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Painting of both sides. Measurement criterion for project: Units. Measurement criterion for work: Units. NE Facade Units Length Width Height Partial Subtotal GROUND FLOOR Portal 1 2 2.000 Portal 2 2 2.000 Portal 3 2 2.000 Portal 4 2 2.000 Portal 5 2 2.000 Portal 6 2 2.000 12.000 12.000 Total Unit …: 12.000 26.98 323.76 5.2.5 m² Manual application of two coats of synthetic enamel with rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of synthetic anti-corrosive primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior railing with horizontal and vertical bar spacing, made of steel. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Measurement criterion for project: Surface of the enclosing polygon, measured according to graphic documentation of Project, by one side only, without discounting holes. Measurement criterion for work: The surface of the enclosing polygon of the units actually executed according to Project specifications will be measured, by one side only. NE Facade Units Length Width Height Partial Subtotal P1 (curves) 12 3.800 0.300 13.680 (rectas) 1 34.100 0.300 10.230 P2 (curves) 12 3.050 0.450 16.470 (rectas) 1 27.300 0.450 12.285 P3 (curves) 12 2.300 0.600 16.560

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Partial Budget No. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 149 Note: The translation provided is a direct translation of the original text, without any modifications or omissions, as per the instructions. However, please note that the translation may not be perfect, and some technical terms or phrases may not be accurately translated. It is recommended to review the translation by a professional in the field to ensure accuracy and clarity.