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Partial budget no. 3 Alhambra Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 91 73,700 73,700 Total m…: 73,700 16.23 1,196.15 Total subchapter 3.3.1.- Painting in Common Areas: 15,327.13 3.3.2.- Pavement in Common Areas 3.3.2.1 M² Demolition of existing pavement in exterior, of ceramic tiles of rustic gres, with pneumatic hammer, without damaging adjacent structural elements, and manual loading onto truck or container. Economic valuation criterion: The price includes the chipping of the adhered bonding 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 truck or container. Includes demolition of pavement of steps and stringers in stairs. Project measurement criterion: Surface measured according to graphic documentation of Project. Work measurement criterion: The surface actually demolished will be measured according to Project specifications. Units Sup Width Height Partial Subtotal Flat roof next to facade E, ground floor 1 273.600 273.600 Zone of stairs in facade S, coefficient x2 2 10.600 21.200 Zone of stairs in facade N, coefficient x2 2 10.000 20.000 Ramp next to facade E, coefficient x1.2 1.2 94.600 113.520 Stairs next to ramp, coefficient x2 2 36.100 72.200 500.520 500.520 Total m²…: 500.520 6.21 3,108.23 3.3.2.2 M² Layer of industrial cement mortar, M-5, 2-3 cm thick, fratazed finish, for regularization of slope in flat roof. Includes: Pouring, spreading, and leveling of the regularization mortar layer. Includes the regularization layer in areas with ramps and stairs. Project measurement criterion: Surface measured according to graphic documentation of Project. Work measurement criterion: The surface actually executed will be measured according to Project specifications. Units Sup Width Height Partial Subtotal Flat roof next to facade E, ground floor 1 273.600 273.600 Zone of stairs in facade S, coefficient x2 2 10.600 21.200 Zone of stairs in facade N, coefficient x2 2 10.000 20.000 Ramp next to facade E, coefficient x1.2 1.2 94.600 113.520 Stairs next to ramp, coefficient x2 2 36.100 72.200 500.520 500.520 Total m²…: 500.520 11.75 5,881.11 3.3.2.3 M² Exterior pavement of technical porcelain stoneware pieces, 400x400x10 mm, medium range, water absorption capacity E<0.1%, group BIa, 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 cement adhesive, C2 TE, according to UNE-EN 12004, with reduced slipping and extended open time. JOINTING: with improved cement joint mortar, with reduced water absorption and high abrasion resistance type CG 2 W A, gray color, in 2 mm thick joints. Includes: Cleaning and inspection of the support surface. Replanteo of the finish levels. Replanteo of the piece and movement joint arrangement. Application of adhesive. Placement of the pieces with a trowel. Formation of partition, perimeter, and structural joints. Jointing. Elimination and cleaning of excess material. Final cleaning of the pavement. Includes the placement of pavement in ramp and stair areas (steps and stringers). Project measurement criterion: Useful surface, measured according to graphic documentation of Project. No increase in measurement for breaks and cuts, as 5% more pieces have been considered in the breakdown. Work measurement criterion: The surface actually executed will be measured according to Project specifications. Units Sup Width Height Partial Subtotal Flat roof next to facade E, ground floor 1 273.600 273.600 Zone of stairs in facade S, coefficient x2 2 10.600 21.200 Zone of stairs in facade N, coefficient x2 2 10.000 20.000 Ramp next to facade E, coefficient x1.2 1.2 94.600 113.520 Stairs next to ramp, coefficient x2 2 36.100 72.200 500.520 500.520 Total m²…: 500.520 69.42 34,746.10 Total subchapter 3.3.2.- Pavement in Common Areas: 43,735.44 3.3.3.- Staircase in Common Areas 3.3.3.1 M Demolition of 0.75 m high railing of coated masonry, formed by perforated brick of 11/12 cm thickness, with manual means, without damaging adjacent structural elements, and manual loading onto truck or container. Economic valuation criterion: The price includes the demolition of the cladding. Includes: Demolition of the masonry and its claddings. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction remains. Manual loading of debris onto truck or container. Project measurement criterion: Length measured according to graphic documentation of Project. Work measurement criterion: The length actually demolished will be measured according to Project specifications. Units L Length Width Height Partial Subtotal Wall in staircase access to common areas (next to vehicle ramp of Mezquita building) 1 17.400 17.400 17.400 17.400 Total m…: 17.400 14.29 248.65 3.3.3.2 M² Demolition of reinforced concrete staircase slab, up to 25 cm thick, steps and even ceramic cladding, with manual means, pneumatic hammer and oxy-cutting equipment, and manual loading onto truck or container. Includes: Demolition of the element, including ceramic cladding. Cutting of reinforcements. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction remains. Manual loading of debris onto truck or container. Project measurement criterion: Surface measured by its intrados in true magnitude, according to graphic documentation of Project. Work measurement criterion: The surface actually demolished will be measured by its intrados according to Project specifications. Units Sup Width Height Partial Subtotal Staircase access to common areas (next to vehicle ramp of Mezquita building) 1 23.000 23.000 23.000 23.000 Total m²…: 23.000 64.03 1,472.69 3.3.3.3 M³ Demolition of reinforced concrete foundation slab, up to 1.5 m maximum depth, including demolition of ceramic cladding (flooring), with pneumatic hammer and oxy-cutting equipment, and manual loading onto truck or container. Includes: Demolition of the element. Cutting of reinforcements with oxy-cutting equipment. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction remains. Manual loading of debris onto truck or container. Project measurement criterion: Volume measured according to graphic documentation of Project. Work measurement criterion: The volume actually demolished will be measured as the difference between the profiles taken before starting the demolition and those taken after completing it, approved by the work execution director, according to Project specifications. Units Sup Width Height Partial Subtotal Area of flat roof between Mezquita ramp and Alhambra building 1 13.300 13.300 13.300 13.300 Total m³…: 13.300 243.42 3,237.49 3.3.3.4 M³ Excavation of trenches for foundations up to 2 m deep, in any type of terrain, with manual means, and manual loading onto truck. Economic valuation criterion: The price does not include the transportation of the excavated materials. Includes: General replanteo 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. Manual loading onto truck of the excavated materials. Project measurement criterion: Volume measured over the theoretical sections of the excavation, according to graphic documentation of Project, without duplicating corners or intersections. Work measurement criterion: The theoretical volume executed will be measured according to Project specifications, without duplicating corners or intersections and without including increments for unauthorized excess excavation, nor the filling necessary to rebuild the theoretical section due to defects attributable to the Contractor. The excavation will be measured once it has been carried out and before any type of filling is done on it. 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 work execution director. Units Sup Width Height Partial Subtotal Foundation for staircase access to common areas (next to vehicle ramp of Mezquita building) 1 23.000 0.500 11.500 Area of flat roof between Mezquita ramp and Alhambra building 1 13.300 13.300 24.800 24.800 Total m³…: 24.800 41.55 1,030.44 3.3.3.5 M² Mechanical compaction of excavation bottom, with manual guidance vibratory rammer, to achieve a dry density not less than 90% of the maximum obtained in the Modified Proctor test, performed according to UNE 103501. Economic valuation criterion: The price does not include the performance of the Modified Proctor test. Includes: Placement of topographic points. Lowering of machinery to the bottom of the excavation. Humidification of the earth. Compaction. Removal of machinery from the bottom of the excavation. Project measurement criterion: Surface measured according to graphic documentation of Project. Work measurement criterion: The compacted profile surface actually executed will be measured according to Project specifications, without including increments for unauthorized excess excavation. Units Sup Width Height Partial Subtotal Foundation for staircase access to common areas (next to vehicle ramp of Mezquita building) 1 23.000 23.000 Area of flat roof between Mezquita ramp and Alhambra building 1 13.300 13.300 36.300 36.300 Total m²…: 36.300 6.52 236.68 3.3.3.6 M³ Filling for improvement of the resistant properties of the support soil of the projected superficial foundation, with 20 to 30 mm diameter gravel. Includes: Transportation and unloading of the filling material to the work site. Spreading of the filling material in uniform thickness layers. Project measurement criterion: Volume measured over the theoretical profiles of the Project, which define the earthwork to be carried out in the work. Work measurement criterion: The compacted profile volume actually executed will be measured according to Project specifications, without including increments for unauthorized excess excavation. Units Sup Width Height Partial Subtotal Foundation for staircase access to common areas (next to vehicle ramp of Mezquita building) 1 23.000 0.250 5.750 Area of flat roof between Mezquita ramp and Alhambra building 1 13.300 13.300 19.050 19.050 Total m³…: 19.050 25.34 482.73 3.3.3.7 M³ Concrete HL-150/B/20, manufactured in a central plant and poured with a bucket, for formation of a concrete cleaning and leveling layer of foundation bottoms, in the previously excavated bottom. Includes: Replanteo. Placement of stakes and/or formation of benchmarks. Pouring and compacting of concrete. Crowning and leveling of concrete. Project measurement criterion: Theoretical volume, according to graphic documentation of Project. Work measurement criterion: The theoretical volume executed will be measured according to Project specifications, without including increments for unauthorized excess excavation. Units Sup Width Height Partial Subtotal Foundation for staircase access to common areas (next to vehicle ramp of Mezquita building) 1 23.000 0.100 2.300 Area of flat roof between Mezquita ramp and Alhambra building 1 13.300 13.300 15.600 15.600 Total m³…: 15.600 92.89 1,449.08 3.3.3.8 Ud Structural chemical anchorage performed on concrete with a minimum characteristic resistance of 20 N/mm², by means of a 14 mm diameter and 270 mm deep drilling, filling the hole with epoxy resin injection, free of styrene, and subsequent insertion of a corrugated steel bar UNE-EN 10080 B 500 S, 10 mm in diameter and 500 mm in length. Includes: Replanteo of the anchorage position. Execution of the drilling. Cleaning of the resulting dust. Preparation of the cartridge. Injection of the resin. Insertion of the fixing element. Cleaning of remaining residues. Project measurement criterion: Number of units planned, according to graphic documentation of Project. Work measurement criterion: The number of units actually executed will be measured according to Project specifications. Units L Length Width Height Partial Subtotal Anchors every 30 cm 150 150.000 150.000 150.000 Total Ud…: 150.000 7.71 1,156.50 3.3.3.9 M³ Foundation slab of reinforced concrete, made with HA-25/F/20/XC2 concrete manufactured in a central plant, and poured with a bucket, with a steel quantity of approximately 85 kg/m³; smooth surface finish by means of a vibrating rule. Includes: Replanteo and tracing of the slab and structural elements that support on it. Placement of separators and fixing of reinforcements. Connection, anchoring, and embedding of the projected installation networks. Pouring and compacting of concrete. Crowning and leveling of foundations. Curing of concrete. Project measurement criterion: Volume measured over the theoretical sections of the excavation, according to graphic documentation of Project. Work measurement criterion: The theoretical volume executed will be measured according to Project specifications, without including increments for unauthorized excess excavation. Units Sup Width Height Partial Subtotal Foundation for staircase access to common areas (next to vehicle ramp of Mezquita building) 1 23.000 0.200 4.600 Foundation in area of flat roof between Mezquita ramp and Alhambra building 1 13.300 13.300 17.900 17.900 Total m³…: 17.900 262.85 4,705.02 3.3.3.10 M Railing of 0.50 m height, of 12 cm thick ceramic brick masonry, for coating, 24x12x7 cm, with horizontal and vertical joints of 10 mm thickness, received with cement mortar made on site, with 250 kg/m³ of cement, gray color, 1:6 dosage, supplied in bags; coated on both faces with cement mortar made on site, with 250 kg/m³ of cement, gray color, 1:6 dosage, supplied in bags. Includes: Cleaning and preparation of the support surface. Replanteo of the masonry to be executed. Preparation of the mortar. Seating of the first course on a mortar bed. Placement and plumbing of reference strings. Tensioning of strings between references. Placement of fixed plumbs on the edges. Placement of pieces by courses at level. Replanteo of alignments and levels. Execution of intersections and pillars. Coating of facades. Project measurement criterion: Length measured to axes, according to graphic documentation of Project. Work measurement criterion: The length actually executed will be measured to axes according to Project specifications. Units L Length Width Height Partial Subtotal Railing or parapet on staircase 1 17.500 17.500 17.500 17.500 Total m…: 17.500 84.12 1,472.10 3.3.3.11 M Step coating of staircase with double hollow ceramic brick, for coating, 24x11x7 cm, received with cement mortar, industrial, M-5, on the slab or vault of the staircase, as a base for the subsequent placement of the step finish. Includes: Replanteo and tracing of the step coating on walls. Tensioning of string between the first step and the last. Cleaning and humidification of the slab. Formation of the step coating. Project measurement criterion: Length of the edge formed by the step and the riser, measured according to graphic documentation of Project. Work measurement criterion: The length actually executed will be measured on the intersection edge between step and riser according to Project specifications. Units L Length Width Height Partial Subtotal 12 steps 12 1.250 15.000 15.000 15.000 Total m…: 15.000 21.31 319.65 3.3.3.12 M² Liquid waterproofing of staircase. System Laminated Without Limits “KERAKOLL”, formed by two layers of waterproof and breathable membrane, in gel, monocomponent Nanoflex Without Limits “KERAKOLL”, 7.13 kg/m²; and reinforcement strip, Aquastop 120 “KERAKOLL” 120 mm wide, at singular points, (1 m/m²), fixed with waterproof and breathable membrane, in gel, monocomponent Nanoflex Without Limits “KERAKOLL”. Includes: Cleaning of the support surface. Resolution of singular points. Application of the waterproofing. Project measurement criterion: Surface measured in horizontal projection, according to graphic documentation of Project, from the interior faces of the perimeter parapets that limit it. Work measurement criterion: The surface actually executed will be measured in horizontal projection according to Project specifications, from the interior faces of the perimeter parapets that limit it. Units Sup Width Height Partial Subtotal Staircase access to common areas (next to vehicle ramp of Mezquita building) 1 18.000 18.000 (including step risers) 12 1.250 0.200 3.000 21.000 21.000 Total m²…: 21.000 43.53 914.13 3.3.3.13 M² Liquid waterproofing of roofs. System Laminated Without Limits Reinforced “KERAKOLL”, formed by two layers of waterproof and breathable membrane, in gel, monocomponent Nanoflex Without Limits “KERAKOLL”, 7.13 kg/m², reinforced with fiberglass mesh, Aquastop AR1 “KERAKOLL”; and reinforcement strip, Aquastop 120 “KERAKOLL” 120 mm wide, at singular points, (1 m/m²), fixed with waterproof and breathable membrane, in gel, monocomponent Nanoflex Without Limits “KERAKOLL”. Includes: Cleaning of the support surface. Resolution of singular points. Resolution of singular points. Shaping of the surface. Application of the waterproofing. Project measurement criterion: Surface measured in horizontal projection, according to graphic documentation of Project, from the interior faces of the perimeter parapets that limit it. Work measurement criterion: The surface actually executed will be measured in horizontal projection according to Project specifications, from the interior faces of the perimeter parapets that limit it. Units Sup Width Height Partial Subtotal Area of flat roof between Mezquita ramp and Alhambra building 1 13.300 13.300 13.300 13.300 Total m²…: 13.300 41.38 550.35 3.3.3.14 M Meeting of walkable flat roof, non-ventilated, with fixed floor, conventional type with vertical facade; by means of a perimeter recess of more than 5 cm with respect to the vertical facade and more than 20 cm high above the roof protection, filled with industrial cement mortar, M-2.5, placed on the gel-membrane waterproofing, ultra-workable NANOFLEX without limits, with reinforcement strips and perimeter joints made with Aquastop 120, from KERAKOLL, applied according to manufacturer’s specifications. Finished with a skirting board of ceramic tiles from STN CERÁMICA - P.E. SAKHIR IVORY MT, provided by the property, placed with open joint (separation between 3 and 15 mm), in thin layer with improved cement adhesive, C2 without any additional characteristics, gray color, and jointed with improved cement joint mortar, with reduced water absorption and high abrasion resistance type CG 2 W A, white color, for joints of 2 to 15 mm. Includes: Execution of the perimeter recess. Cleaning and preparation of the surface. Application of the waterproofing. Placement of the reinforcement strips and termination strip indicated by the manufacturer. Replanteo of the skirting board pieces. Cutting of the pieces and formation of joints in corners and edges. Placement of the skirting board. Jointing with joint mortar. Project measurement criterion: Length measured in horizontal projection, according to graphic documentation of Project. Work measurement criterion: The length actually executed will be measured in horizontal projection according to Project specifications. Units L Length Width Height Partial Subtotal Meeting with vertical facade 1 27.000 27.000 1 9.300 9.300 1 4.300 4.300 1 2.200 2.200 42.800 42.800 Total m…: 42.800 35.29 1,510.41 3.3.3.15 M Exterior staircase step coating, with technical porcelain stoneware pieces, formed by step with right angle, and riser, medium range, water absorption capacity E<0.5%, group BIa, according to UNE-EN 14411, with slip resistance Rd>45 according to UNE-EN 16165 and slip resistance class 3 according to CTE. PLACEMENT: in thin layer and by simple gluing with improved cement adhesive, C2 TE, according to UNE-EN 12004, with reduced slipping and extended open time. JOINTING: with improved cement joint mortar, with reduced water absorption and high abrasion resistance type CG 2 W A, white color, in 2 mm thick joints. Includes: Replanteo of the pieces. Formation of joints in corners and edges. Humidification of the step coating. Placement with cement mortar. Tensioning of strings. Placement of the pieces. Smoothing of the riser. Cleaning of the flight. Project measurement criterion: Length of the edge formed by the step and the riser, measured according to graphic documentation of Project. Work measurement criterion: The length actually executed will be measured on the intersection edge between step and riser according to Project specifications. Units L Length Width Height Partial Subtotal 12 steps 12 1.250 15.000 15.000 15.000 Total m…: 15.000 53.48 802.20 3.3.3.16 M² Exterior pavement of technical porcelain stoneware pieces, 400x400x10 mm, medium range, water absorption capacity E<0.1%, group BIa, 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 simple gluing with improved cement adhesive, C2 TE, according to UNE-EN 12004, with reduced slipping and extended open time. JOINTING: with improved cement joint mortar, with reduced water absorption and high abrasion resistance type CG 2 W A, white color, in 2 mm thick joints. Includes: Cleaning and inspection of the support surface. Replanteo of the finish levels. Replanteo of the piece and movement joint arrangement. Application of adhesive. Placement of the pieces with a trowel. Formation of partition, perimeter, and structural joints. Jointing. Elimination and cleaning of excess material. Final cleaning of the pavement. Includes the placement of pavement in areas without steps. Project measurement criterion: Useful surface, measured according to graphic documentation of Project. No increase in measurement for breaks and cuts, as 5% more pieces have been considered in the breakdown. Work measurement criterion: The surface actually executed will be measured according to Project specifications. Units Sup Width Height Partial Subtotal Staircase access to common areas (next to vehicle ramp of Mezquita building), areas without steps 1 15.200 15.200 Area of flat roof between Mezquita ramp and Alhambra building 1 13.300 13.300 28.500 28.500 Total m²…: 28.500 67.10 1,912.35 3.3.3.17 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, absorption regulator, on exterior facade 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 sanding of the support. Preparation of the mixture. Application of a primer coat. Application of two finish coats. Project measurement criterion: Surface measured according to graphic documentation of Project, with the same criterion as the base support. Work measurement criterion: The surface actually executed will be measured according to Project specifications, with the same criterion as the base support. Units L Length Width Height Partial Subtotal Parapet or railing on staircase 2 17.500 0.500 17.500 Upper part 1 17.500 0.200 3.500 Wall of HA 1 13.800 0.500 6.900 27.900 27.900 Total m²…: 27.900 11.56 322.52 3.3.3.18 M Stainless steel railing AISI 316, 50 cm high, composed of double accessible handrail of 40 mm diameter attached to vertical uprights of 40x40 mm spaced every 120 cm and horizontal intermediate railing of 3 solid bars of 12 mm diameter welded to the uprights, for exterior straight staircase of one flight. Includes: Replanteo of the fixing points. Plumbing and leveling. Resolution of joints between flights. Resolution of joints to the facade. Project measurement criterion: Length measured to axes in true magnitude, according to graphic documentation of Project. Work measurement criterion: The length actually executed will be measured in true magnitude, to axes, according to Project specifications. Units L Length Width Height Partial Subtotal Railing on brick parapet 1 13.500 13.500 13.500 13.500 Total m…: 13.500 282.08 3,808.08 3.3.3.19 M Straight handrail formed by hollow stainless steel tube AISI 316, polished bright finish, 30 mm diameter, with supports of the same material fixed to the facade by mechanical anchoring by screwing. Includes: Replanteo of the supports. Fixing of the supports to the facade. Fixing of the handrail to the supports. Project measurement criterion: Length measured to axes, according to graphic documentation of Project. Work measurement criterion: The length actually executed will be measured to axes according to Project specifications. Units L Length Width Height Partial Subtotal Double accessible handrail on HA wall 2 13.800 27.600 27.600 27.600 Total m…: 27.600 60.61 1,672.84

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Partial budget no. 3 Alhambra Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 100 Total subchapter 3.3.3.- Staircase in Common Areas: 27,303.91 Total subchapter 3.3.- Common Areas Alhambra: 86,366.48 3.4.- Alhambra-Safety and Health and Waste Management of Demolition and Construction 3.4.1 Ud Set of individual and collective protection systems, necessary for compliance with the current regulations on Safety and Health at Work. Includes: Nothing. Project measurement criterion: Number of units planned, according to Safety and Health Study or Basic Safety and Health Study. Work measurement criterion: The number of units actually placed will be measured according to Safety and Health Study or Basic Safety and Health Study specifications. Units L Length Width Height Partial Subtotal Approx. 1.5%-2% of the BEM 1 1.000 1.000 1.000 Total Ud…: 1.000 5,123.77 5,123.77 3.4.2 Ud 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 valorization or disposal center. Includes: Delivery, rental, and collection service at the work site of the container. Economic valuation criterion: The price includes the tipping 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 valorization or disposal center. Project measurement criterion: Number of units planned, according to graphic documentation of Project. Work measurement criterion: The number of units actually transported will be measured according to Project specifications. Units L Length Width Height Partial Subtotal Estimation 3.5-4% of the BEM approx. 1 1.000 1.000 1.000 Total Ud…: 1.000 11,955.47 11,955.47 Total subchapter 3.4.- Alhambra-Safety and Health and Waste Management of Demolition and Construction: 17,079.24 Total partial budget no. 3 Alhambra: 358,664.35

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Partial budget no. 4 Doñana Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 101 3.3.3.16 M² Exterior pavement of technical porcelain stoneware pieces, 400x400x10 mm, medium range, water absorption capacity E<0.1%, group BIa, 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 simple gluing with improved cement adhesive, C2 TE, according to UNE-EN 12004, with reduced slipping and extended open time. JOINTING: with improved cement joint mortar, with reduced water absorption and high abrasion resistance type CG 2 W A, white color, in 2 mm thick joints. Includes: Cleaning and inspection of the support surface. Replanteo of the finish levels. Replanteo of the piece and movement joint arrangement. Application of adhesive. Placement of the pieces with a trowel. Formation of partition, perimeter, and structural joints. Jointing. Elimination and cleaning of excess material. Final cleaning of the pavement. Includes the placement of pavement in areas without steps. Project measurement criterion: Useful surface, measured according to graphic documentation of Project. No increase in measurement for breaks and cuts, as 5% more pieces have been considered in the breakdown. Work measurement criterion: The surface actually executed will be measured according to Project specifications. Units Sup Width Height Partial Subtotal Staircase access to common areas (next to vehicle ramp of Mezquita building), areas without steps 1 15.200 15.200 Area of flat roof between Mezquita ramp and Alhambra building 1 13.300 13.300 28.500 28.500 Total m²…: 28.500 67.10 1,912.35 3.3.3.17 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, absorption regulator, on exterior facade 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 sanding of the support. Preparation of the mixture. Application of a primer coat. Application of two finish coats. Project measurement criterion: Surface measured according to graphic documentation of Project, with the same criterion as the base support. Work measurement criterion: The surface actually executed will be measured according to Project specifications, with the same criterion as the base support. Units L Length Width Height Partial Subtotal Parapet or railing on staircase 2 17.500 0.500 17.500 Upper part 1 17.500 0.200 3.500 Wall of HA 1 13.800 0.500 6.900 27.900 27.900 Total m²…: 27.900 11.56 322.52 3.3.3.18 M Stainless steel railing AISI 316, 50 cm high, composed of double accessible handrail of 40 mm diameter attached to vertical uprights of 40x40 mm spaced every 120 cm and horizontal intermediate railing of 3 solid bars of 12 mm diameter welded to the uprights, for exterior straight staircase of one flight. Includes: Replanteo of the fixing points. Plumbing and leveling. Resolution of joints between flights. Resolution of joints to the facade. Project measurement criterion: Length measured to axes in true magnitude, according to graphic documentation of Project. Work measurement criterion: The length actually executed will be measured in true magnitude, to axes, according to Project specifications. Units L Length Width Height Partial Subtotal Railing on brick parapet 1 13.500 13.500 13.500 13.500 Total m…: 13.500 282.08 3,808.08 3.3.3.19 M Straight handrail formed by hollow stainless steel tube AISI 316, polished bright finish, 30 mm diameter, with supports of the same material fixed to the facade by mechanical anchoring by screwing. Includes: Replanteo of the supports. Fixing of the supports to the facade. Fixing of the handrail to the supports. Project measurement criterion: Length measured to axes, according to graphic documentation of Project. Work measurement criterion: The length actually executed will be measured to axes according to Project specifications. Units L Length Width Height Partial Subtotal Double accessible handrail on HA wall 2 13.800 27.600 27.600 27.600 Total m…: 27.600 60.61 1,672.84

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Partial budget no. 4 Doñana Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 102 Total subchapter 3.3.3.- Staircase in Common Areas: 27,303.91 Total subchapter 3.3.- Common Areas Alhambra: 86,366.48 3.4.- Alhambra-Safety and Health and Waste Management of Demolition and Construction 3.4.1 Ud Set of individual and collective protection systems, necessary for compliance with the current regulations on Safety and Health at Work. Includes: Nothing. Project measurement criterion: Number of units planned, according to Safety and Health Study or Basic Safety and Health Study. Work measurement criterion: The number of units actually placed will be measured according to Safety and Health Study or Basic Safety and Health Study specifications. Units L Length Width Height Partial Subtotal Approx. 1.5%-2% of the BEM 1 1.000 1.000 1.000 Total Ud…: 1.000 5,123.77 5,123.77 3.4.2 Ud 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 valorization or disposal center. Includes: Delivery, rental, and collection service at the work site of the container. Economic valuation criterion: The price includes the tipping 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 valorization or disposal center. Project measurement criterion: Number of units planned, according to graphic documentation of Project. Work measurement criterion: The number of units actually transported will be measured according to Project specifications. Units L Length Width Height Partial Subtotal Estimation 3.5-4% of the BEM approx. 1 1.000 1.000 1.000 Total Ud…: 1.000 11,955.47 11,955.47 Total subchapter 3.4.- Alhambra-Safety and Health and Waste Management of Demolition and Construction: 17,079.24 Total partial budget no. 3 Alhambra: 358,664.35

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Partial budget no. 4 Doñana Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 103 4.1.- Doñana-Previous Actions/Auxiliary Means 4.1.1 Ud Transportation to the work site and removal of an articulated arm aerial lift, diesel engine, with a maximum working height of 21 m. Includes: Nothing. Project measurement criterion: Number of units planned, according to graphic documentation of Project. Work measurement criterion: The number of units actually executed will be measured according to Project specifications. Units L Length Width Height Partial Subtotal 1 1.000 1.000 1.000 Total Ud…: 1.000 137.37 137.37 4.1.2 Ud Daily rental of an articulated arm aerial lift, diesel engine, with a maximum working height of 21 m. Economic valuation criterion: The price includes maintenance and civil liability insurance. Includes: Periodic review to guarantee stability and safety conditions. Project measurement criterion: Number of units planned, according to graphic documentation of Project. Work measurement criterion: Amortization in the form of daily rental, according to conditions defined in the contract signed with the supplying company. Units L Length Width Height Partial Subtotal 5 months approx 150 150.000 150.000 150.000 Total Ud…: 150.000 185.35 27,802.50 4.1.3 Ud Transportation and removal of a normalized tubular scaffold, multidirectional type, up to 20 m maximum working height, formed by a galvanized steel tubular structure, with less than 50% of vertical elements duplicated, and 60 cm wide work platforms; for the execution of a 2210 m² facade. Includes: Nothing. Project measurement criterion: Number of units planned, according to graphic documentation of Project. Work measurement criterion: The number of units actually executed will be measured according to Project specifications. Units L Length Width Height Partial Subtotal 1 1.000 1.000 1.000 Total Ud…: 1.000 4,968.71 4,968.71

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Partial budget no. 4 Doñana Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 104 4.1.4 Ud Rental, for 150 natural days, of a normalized tubular scaffold, multidirectional type, up to 20 m maximum working height, formed by a galvanized steel tubular structure, 48.3 mm in diameter and 3.2 mm in thickness, with less than 50% of vertical elements duplicated, composed of 60 cm wide work platforms, placed every 2 m in height, internal staircase with hatch, rear railing with two bars, and front railing with one bar; for the execution of a 2210 m² facade, considering the facade surface as the result of the product of the projection on the floor of the most prominent perimeter of the facade by the maximum working height of the scaffold. Includes: Periodic review to guarantee stability and safety conditions. Project measurement criterion: Number of units planned, according to graphic documentation of Project. Work measurement criterion: Amortization in the form of daily rental, according to conditions defined in the contract signed with the supplying company, considering a minimum of 250 m² of facade and 15 natural days. Units L Length Width Height Partial Subtotal 5 months 1 1.000 1.000 1.000 Total Ud…: 1.000 38,067.54 38,067.54 Total subchapter 4.1.- Doñana-Previous Actions/Auxiliary Means: 70,976.12 4.2.- DO-Envelope 4.2.1 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, absorption regulator, on exterior facade 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 sanding of the support. Preparation of the mixture. Application of a primer coat. Application of two finish coats. Project measurement criterion: Surface measured according to graphic documentation of Project, with the same criterion as the base support. Work measurement criterion: The surface actually executed will be measured according to Project specifications, with the same criterion as the base support. NE Facade Units Sup Width Length Partial Subtotal Ground floor zone with ramps (pillars and vertical parts of ramps) 2.5 28.700 71.750 Zone between ramps (pillars, planters, railings, parapets) 5 99.350 496.750 First floor Canto of slab and gutter 1 0.450 95.000 42.750 Parapet of 1 meter (including planters) 2 1.100 102.300 225.060 Parapet and partitions between dwellings 2.60 m high 2 2.600 48.000 249.600 Circular pillars 2.60 m high 20 2.600 1.250 65.000 Square pillars 2.60 m high 1 2.600 10.600 27.560 Curved molding over windows 5 0.200 1.000 1.000 Second floor Canto of slab and gutter 1 0.450 95.600 43.020 Parapet of 1 meter (including planters) 2 1.100 103.500 227.700 Parapet and partitions between dwellings 2.60 m high 2 2.600 42.100 218.920 Circular pillars 2.60 m high 20 2.600 1.250 65.000 Square pillars 2.60 m high 1 2.600 10.600 27.560 Curved molding over windows 5 0.200 1.500 1.500 Third floor Canto of slab and gutter 1 0.450 98.000 44.100 Parapet of 1 meter (including planters) 2 1.100 103.500 227.700 Parapet and partitions between dwellings 2.60 m high 2 2.600 32.150 167.180 Square pillars 2.60 m high 1 2.600 10.000 26.000 Curved molding over windows 5 0.200 2.500 2.500 Fourth floor Canto of slab and gutter 1 0.450 98.600 44.370 Parapet of 1 meter (including planters) 2 1.100 101.400 223.080 Parapet and partitions between dwellings 2.60 m high 2 2.600 25.100 130.520 Square pillars 2.60 m high 1 2.600 10.300 26.780 Curved molding over windows 5 0.200 3.300 3.300 Fifth floor Central eave 1 1.150 59.000 67.850 Eave at corners 2 0.500 12.500 12.500 Semicircles at corners 2 1.700 3.400 Large shunt 5 2.600 5.000 65.000 Small shunt 20 1.000 2.400 48.000 Terrace on P5 (including painting of planter) 8 14.000 2.000 224.000 Terrace on P5 corner (including painting of planters) 2 17.000 2.000 68.000 3,147.450 3,147.450 Total m²…: 3,147.450 11.56 64,448.56

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Partial budget no. 4 Doñana Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 105 4.2.2 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, absorption regulator, on exterior facade 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 sanding of the support. Preparation of the mixture. Application of a primer coat. Application of two finish coats. Project measurement criterion: Surface measured according to graphic documentation of Project, with the same criterion as the base support. Work measurement criterion: The surface actually executed will be measured according to Project specifications, with the same criterion as the base support. NE Facade Units L Length Sup Height Partial Subtotal Closure of ground floor (zone of ramps) 1 50.300 3.800 191.140 Closure of ground floor (zone between ramps and corners) 1 67.800 2.600 176.280 Vertical closure P1-P4 4 85.750 2.600 891.800 Roof of ground floor (including gutter and moldings and pillar capitals) 1 286.000 286.000 Roof of first floor (including gutter and moldings and pillar capitals) 1 247.000 247.000 Roof of second floor (including gutter and moldings and pillar capitals) 1 204.000 204.000 Roof of third floor (including gutter and moldings and pillar capitals) 1 195.000 195.000 Roof of fourth floor (including gutter and moldings and pillar capitals) 1 114.000 114.000 Space next to semicircle in corner P4 2 3.700 7.400 Canto of eave in P5 2 2.600 0.500 2.600 8 4.500 0.500 18.000 Large shunt crowning 5 5.000 1.500 37.500 Small shunt crowning 20 2.400 1.000 48.000 2,418.720 2,418.720

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Partial budget no. 4 Doñana Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 106 SO Facade Units L Length Sup Height Partial Subtotal Closure of floors P1-P5 5 78.000 2.600 1,014.000 Roof of floors P1-P4 (including gutter) 16 17.000 272.000 Roof of floors P1-P4 (including gutter) at corners 8 16.000 128.000 Roof of P5 (horizontal part of eave) 1 98.000 98.000 Small shunt crowning 20 2.400 1.000 48.000 Canto of eave in P6 10 3.600 0.500 18.000 1,578.000 1,578.000 SE Facade Units Sup Width Height Partial Subtotal Vertical closure 1 210.000 210.000 Canto of central eave P4 1 4.200 0.500 2.100 212.100 212.100 NO Facade Units L Length Width Height Partial Subtotal Vertical closure 1 210.000 210.000 Canto of central eave P4 1 4.200 0.500 2.100 212.100 212.100 4,420.920 4,420.920 Total m²…: 4,420.920 11.56 51,105.84 4.2.3 M² Manual application of two coats of synthetic enamel for rapid drying on exterior 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 primer, rapid drying, antioxidant, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior railing with handrail and vertical and horizontal bar spacing, of steel. Includes: Preparation and cleaning of the support surface. Application of a primer coat. Application of two finish coats. Painting of both faces and soil anchoring plates. Project measurement criterion: Surface of the enclosing polygon, measured according to graphic documentation of Project, on one face only, without discounting holes. Work measurement criterion: The surface of the enclosing polygon of the actually executed units will be measured on one face only. NE Facade Units L Length Width Height Partial Subtotal

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Partial budget no. 4 Doñana Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 107 Total subchapter 4.2.- DO-Envelope: 115,554.40 Total partial budget no. 4 Doñana: 186,530.52