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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 51 2.2.9 M Repair of reinforced concrete slab front, 30 cm corner, by demolition of patching formed by single hollow brick factory, removal of metal profile in “L” for patching support, elimination of surface dirt, rust and any substance that may decrease the adhesion between repair materials to be applied, including passivation of reinforcements. Repair of slab corner in poor condition by manual application of lightweight thixotropic mortar, monocomponent, modified with polymers, reinforced with fibers and resistant to sulfates, with high mechanical strength and compensated shrinkage Sika Monotop 4000 Light “SIKA”, with a compression resistance at 28 days greater than or equal to 35 N/mm² and a modulus of elasticity greater than or equal to 15000 N/mm², class R3, type PCC, according to UNE-EN 1504-3, Euroclass F fire reaction, according to UNE-EN 13501-1, composed of Portland cement, selected granulometry aggregates, polymers and synthetic polyacrylonitrile fibers, with low chromate content and free of chlorides, in a 15 mm thick layer, with a frataced surface finish with sponge or frata, for structural repair and reinforcement of concrete beam // New patching with ceramic slats for coating, placed vertically with high-adhesion mortar. Formation of drip edge by extending, below the slab corner (5cm), the same slats. Includes plastering of the slab corner and drip edge. Economic valuation criterion: The price includes marking the area to be sanitized. Electric hammer surface picking. Support surface cleaning. Application of grease solvent. Brushing with steel-bristled brush. Preparation of mortar mixture. Application of mortar. Curing. Removal and storage of generated waste. Manual loading of generated waste onto truck or container. Project measurement criterion: Length measured according to Project graphic documentation. Work measurement criterion: The length actually executed will be measured according to Project specifications. Units Length Width Height Partial Subtotal P1 1 99,000 99,000 P2 1 117,500 117,500 P3 1 134,000 134,000 P4 1 112,500 112,500 P5 1 22,000 22,000 485,000 485,000 Total m …: 485,000 145.45 70,543.25

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 52 2.2.10 M Removal of existing sealing material in expansion joint of structure, with diamond cutting disc-equipped grinder, and subsequent cleaning. Includes: Removal of sealing material. Cleaning by vacuuming the remains. Removal and storage of generated waste. Manual loading of generated waste onto truck or container. Project measurement criterion: Length measured according to Project graphic documentation. Work measurement criterion: The length actually executed will be measured according to Project specifications. Units Length Width Height Partial Subtotal South façade 1 22,500 22,500 Northeast façade 1 37,500 37,500 60,000 60,000 Total m …: 60,000 20.37 1,222.20 2.2.11 M Sealing of 15 mm wide expansion joint in exterior vertical and horizontal parameter, with single-component polyurethane-based sealant, on polyethylene expansion joint cordons, 20 mm in diameter; finished by smoothing the material with a spatula. Includes: Support surface cleaning. Protection of adjacent surface. Filling the joint bottom. Application of sealant. Project measurement criterion: Length measured according to Project graphic documentation. Work measurement criterion: The length actually executed will be measured according to Project specifications. Units Length Width Height Partial Subtotal South façade 1 22,500 22,500 Northeast façade 1 37,500 37,500 60,000 60,000 Total m …: 60,000 6.87 412.20 2.2.12 Unit VACUUMING AND SANITIZING OF RECTANGULAR PLANTER TYPE P1 - approximately 80x215 cm, consisting of REMOVAL OF VEGETAL SOIL from planters, including plant removal, by manual means, and storage on site of removed material for reuse. // REMOVAL OF IMPERMEABILIZATION LAYER in planter, by manual means, and manual loading onto truck or container. // SANITIZING of planter interior by picking the mortar surface in poor condition. Northeast façade Units Length Width Height Partial Subtotal Rectangular planter P1 6 6,000 6,000 6,000 Total Unit …: 6,000 38.44 230.64

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 53 2.2.13 Unit FORMATION OF RECTANGULAR PLANTER TYPE P1 - approximately 80x215 cm, consisting of FORMATION OF SLOPES in planter, with expanded clay, dry poured and surface consolidated with cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick, in the entire interior of the planter. // LIQUID IMPERMEABILIZATION of planter, on the interior, with two coats of continuous elastic impermeable coating, satin finish, white color, minimum 1.2 mm thick; prior application of a coat of two-component primer, based on aqueous epoxy resin, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic mortar, for resolving singular points. (or similar, to be justified by the contractor) // NON-WOVEN GEOTEXTILE composed of polyester fibers joined by needle punching, with 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. // DRAINING AND FILTERING LAYER of nodular structure high-density polyethylene (PEAD/HDPE), with 8 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; placed with overlaps, fixed with rosettes (2 units/m²). // PLANter FILLING WITH GRAVEL of 20 to 30 mm diameter. // PLANter FILLING WITH SELECTED SOIL from the same excavation. // SUPPLY OF SCREENED AND FERTILIZED VEGETAL SOIL, supplied in bags and spread manually, using shovel, hoe and rake, in uniform thickness layers and without damaging existing plants. // ALL ACCORDING TO PLANIMETRY DETAILS. Northeast façade Units Length Width Height Partial Subtotal Rectangular planter P1 6 6,000 6,000 6,000 Total Unit …: 6,000 538.51 3,231.06 2.2.14 Unit VACUUMING AND SANITIZING OF RECTANGULAR PLANTER TYPE P2 - approximately 145x170 cm, consisting of REMOVAL OF VEGETAL SOIL from planters, including plant removal, by manual means, and storage on site of removed material for reuse. // REMOVAL OF IMPERMEABILIZATION LAYER in planter, by manual means, and manual loading onto truck or container. // SANITIZING of planter interior by picking the mortar surface in poor condition. Northeast façade Units Length Width Height Partial Subtotal Rectangular planter P2 5 5,000 5,000 5,000 Total Unit …: 5,000 55.08 275.40

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 54 2.2.15 Unit FORMATION OF RECTANGULAR PLANTER TYPE P2 - approximately 145x170 cm, consisting of FORMATION OF SLOPES in planter, with expanded clay, dry poured and surface consolidated with cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick, in the entire interior of the planter. // LIQUID IMPERMEABILIZATION of planter, on the interior, with two coats of continuous elastic impermeable coating, satin finish, white color, minimum 1.2 mm thick; prior application of a coat of two-component primer, based on aqueous epoxy resin, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic mortar, for resolving singular points. (or similar, to be justified by the contractor) // NON-WOVEN GEOTEXTILE composed of polyester fibers joined by needle punching, with 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. // DRAINING AND FILTERING LAYER of nodular structure high-density polyethylene (PEAD/HDPE), with 8 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; placed with overlaps, fixed with rosettes (2 units/m²). // PLANter FILLING WITH GRAVEL of 20 to 30 mm diameter. // PLANter FILLING WITH SELECTED SOIL from the same excavation. // SUPPLY OF SCREENED AND FERTILIZED VEGETAL SOIL, supplied in bags and spread manually, using shovel, hoe and rake, in uniform thickness layers and without damaging existing plants. // ALL ACCORDING TO PLANIMETRY DETAILS. Northeast façade Units Length Width Height Partial Subtotal Rectangular planter P2 5 5,000 5,000 5,000 Total Unit …: 5,000 771.75 3,858.75 2.2.16 Unit VACUUMING AND SANITIZING OF RECTANGULAR PLANTER TYPE P3 - approximately 130x220 cm, consisting of REMOVAL OF VEGETAL SOIL from planters, including plant removal, by manual means, and storage on site of removed material for reuse. // REMOVAL OF IMPERMEABILIZATION LAYER in planter, by manual means, and manual loading onto truck or container. // SANITIZING of planter interior by picking the mortar surface in poor condition. Northeast façade Units Length Width Height Partial Subtotal Rectangular planter P3 7 7,000 7,000 7,000 Total Unit …: 7,000 63.91 447.37

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 55 2.2.17 Unit FORMATION OF RECTANGULAR PLANTER TYPE P3 - approximately 130x220 cm, consisting of FORMATION OF SLOPES in planter, with expanded clay, dry poured and surface consolidated with cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick, in the entire interior of the planter. // LIQUID IMPERMEABILIZATION of planter, on the interior, with two coats of continuous elastic impermeable coating, satin finish, white color, minimum 1.2 mm thick; prior application of a coat of two-component primer, based on aqueous epoxy resin, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic mortar, for resolving singular points. (or similar, to be justified by the contractor) // NON-WOVEN GEOTEXTILE composed of polyester fibers joined by needle punching, with 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. // DRAINING AND FILTERING LAYER of nodular structure high-density polyethylene (PEAD/HDPE), with 8 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; placed with overlaps, fixed with rosettes (2 units/m²). // PLANter FILLING WITH GRAVEL of 20 to 30 mm diameter. // PLANter FILLING WITH SELECTED SOIL from the same excavation. // SUPPLY OF SCREENED AND FERTILIZED VEGETAL SOIL, supplied in bags and spread manually, using shovel, hoe and rake, in uniform thickness layers and without damaging existing plants. // ALL ACCORDING TO PLANIMETRY DETAILS. Northeast façade Units Length Width Height Partial Subtotal Rectangular planter P3 7 7,000 7,000 7,000 Total Unit …: 7,000 895.42 6,267.94 2.2.18 Unit VACUUMING AND SANITIZING OF RECTANGULAR PLANTER TYPE P4 - approximately 75x310 cm, consisting of REMOVAL OF VEGETAL SOIL from planters, including plant removal, by manual means, and storage on site of removed material for reuse. // REMOVAL OF IMPERMEABILIZATION LAYER in planter, by manual means, and manual loading onto truck or container. // SANITIZING of planter interior by picking the mortar surface in poor condition. Northeast façade Units Length Width Height Partial Subtotal Rectangular planter P4 6 6,000 6,000 6,000 Total Unit …: 6,000 51.96 311.76

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 56 2.2.19 Unit FORMATION OF RECTANGULAR PLANTER TYPE P4 - approximately 75x310 cm, consisting of FORMATION OF SLOPES in planter, with expanded clay, dry poured and surface consolidated with cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick, in the entire interior of the planter. // LIQUID IMPERMEABILIZATION of planter, on the interior, with two coats of continuous elastic impermeable coating, satin finish, white color, minimum 1.2 mm thick; prior application of a coat of two-component primer, based on aqueous epoxy resin, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic mortar, for resolving singular points. (or similar, to be justified by the contractor) // NON-WOVEN GEOTEXTILE composed of polyester fibers joined by needle punching, with 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. // DRAINING AND FILTERING LAYER of nodular structure high-density polyethylene (PEAD/HDPE), with 8 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; placed with overlaps, fixed with rosettes (2 units/m²). // PLANter FILLING WITH GRAVEL of 20 to 30 mm diameter. // PLANter FILLING WITH SELECTED SOIL from the same excavation. // SUPPLY OF SCREENED AND FERTILIZED VEGETAL SOIL, supplied in bags and spread manually, using shovel, hoe and rake, in uniform thickness layers and without damaging existing plants. // ALL ACCORDING TO PLANIMETRY DETAILS. Northeast façade Units Length Width Height Partial Subtotal Rectangular planter P4 6 6,000 6,000 6,000 Total Unit …: 6,000 726.36 4,358.16 2.2.20 Unit Service test to be performed by accredited laboratory in the corresponding technical area, to verify the watertightness of a flat roof of up to 100 m² surface area by flooding the entire surface. Includes: Travel to site. Test performance. Drafting of test result report. Project measurement criterion: Test to be performed, according to Quality Control Plan documentation. Work measurement criterion: The number of tests performed by accredited laboratory will be measured according to Project specifications. Units Length Width Height Partial Subtotal Portal 2, 1st floor, right 1 1,000 Portal 3, 4th floor, left 1 1,000 2,000 2,000 Total Unit …: 2,000 249.45 498.90

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 57 2.2.21 Unit Service test to be performed by accredited laboratory in the corresponding technical area, to verify the watertightness of a planter of up to 5 m² surface area by filling the vase. Includes: Travel to site. Test performance. Drafting of test result report. Project measurement criterion: Test to be performed, according to Quality Control Plan documentation. Work measurement criterion: The number of tests performed by accredited laboratory will be measured according to Project specifications. Northeast façade Units Length Width Height Partial Subtotal 1st floor 12 12,000 2nd floor 10 10,000 3rd floor 14 14,000 4th floor 12 12,000 48,000 48,000 Total Unit …: 48,000 108.37 5,201.76 Total subchapter 2.2.- TR-Envelope: 228,561.83 2.3.- Triana-Common Areas 2.3.1.- Painting in Common Areas 2.3.1.1 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 cement mortar parameter. Economic valuation criterion: The price includes protection of elements in the surroundings that may be affected during the work and resolution of singular points. Includes: Preparation, cleaning and prior sanding of the support. Preparation of the mixture. Application of a coat of primer. Application of two coats of finish. Project measurement criterion: Surface measured according to Project graphic documentation, 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 Length Width Sup Partial Subtotal Common area walls up to 50cm 1 86,800 0.500 43,400 (upper part) 1 86,800 0.200 17,360 Common area walls up to 70cm 1 257,300 0.700 180,110

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 58 (upper part) 1 257,300 0.200 51,460 Common area walls up to 150cm 1 233,800 1.500 350,700 (upper part) 1 233,800 0.200 46,760 Common area walls up to 200cm 1 3,600 2.000 7,200 (upper part) 1 3,600 0.200 0,720 Common area walls up to 300cm 1 25,200 3.000 75,600 (upper part) 1 25,200 0.200 5,040 Common area walls up to 500cm 1 19,700 5.000 98,500 (upper part) 1 19,700 0.200 3,940 880,790 880,790 Total m² …: 880,790 11.56 10,181.93 2.3.1.2 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 cement mortar parameter. Economic valuation criterion: The price includes protection of elements in the surroundings that may be affected during the work and resolution of singular points. Includes: Preparation, cleaning and prior sanding of the support. Preparation of the mixture. Application of a coat of primer. Application of two coats of finish. Project measurement criterion: Surface measured according to Project graphic documentation, 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 Length Width Height Partial Subtotal Pillars next to entrance doors 1 11,300 3,000 33,900 Base ventilation shunt 5 6,700 0.500 16,750 Ventilation shunt cover 5 6,700 0.500 16,750 67,400 67,400

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 59 Total m² …: 67,400 13.63 918.66 2.3.1.3 m² Manual application of two coats of quick-drying synthetic enamel on terrace and 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 quick-drying synthetic antioxidant primer, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior steel railing with handrail and vertical and horizontal bar spacing. 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 soil anchor plates. Criterion for measuring the project: Surface of the enclosing polygon, measured according to Project graphic documentation, by one side only, without discounting holes. Criterion for measuring the work: The surface of the enclosing polygon of the units actually executed will be measured according to Project specifications, by one side only. Units Length Width Height Partial Subtotal Railings 100cm 1 57,800 1,000 57,800 57,800 57,800 Total m² …: 57,800 23.18 1,339.80 2.3.1.4 m² Manual application of two coats of quick-drying synthetic enamel, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of quick-drying synthetic antioxidant primer, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on pedestrian and vehicle gates, steel fence type. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Painting on both sides. Criterion for measuring the project: Surface measured according to Project graphic documentation, without discounting holes, by both sides, including cover plates. Criterion for measuring the work: The surface actually executed will be measured according to Project specifications, by both sides, including cover plates. Units Length Width Height Partial Subtotal Pedestrian doors 1 1,000 2,500 2,500 Vehicle door 1 5,000 2,500 12,500 15,000 15,000 Total m² …: 15,000 23.18 347.70

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 60 2.3.1.5 m Manual application of two coats of quick-drying synthetic enamel 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 quick-drying synthetic antioxidant primer, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior steel handrail anchored to vertical parameter. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Painting of handrail and soil anchor plates. Criterion for measuring the project: Surface measured by linear meter, measured according to Project graphic documentation. Criterion for measuring the work: The surface will be measured by linear meter according to Project specifications. Units Length Width Height Partial Subtotal Handrail 1 15,100 15,100 15,100 15,100 Total m …: 15,100 23.18 350.02 2.3.1.6 m Manual application of two coats of quick-drying synthetic enamel on perimeter peto railings between brick factory pillars, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of quick-drying synthetic antioxidant primer, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior steel railing with vertical and horizontal bar spacing. 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 pillar. Criterion for measuring the project: Measured by linear meter of perimeter peto, measured according to Project graphic documentation. Criterion for measuring the work: The perimeter peto will be measured by linear meter, measured according to Project graphic documentation. Discounts will be made for meters of railings that cannot be painted due to vegetation (hedges). Units Length Width Height Partial Subtotal Perimeter railing 1 90,500 90,500 90,500 90,500 Total m …: 90,500 16.23 1,468.82

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 61 2.3.1.7 m² Manual application of two coats of quick-drying synthetic enamel, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of quick-drying synthetic antioxidant primer, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior blind steel door. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Criterion for measuring the project: Surface measured according to Project graphic documentation, without discounting holes, by both sides, including cover plates. Criterion for measuring the work: The surface actually executed will be measured according to Project specifications, by both sides, including cover plates. Units Length Width Height Partial Subtotal Garage door 1 5,000 2,000 2,500 Pedestrian door next to garage 1 1,000 2,000 2,100 4,200 4,200 Total m² …: 4,200 23.18 676.86 Total subchapter 2.3.1.- Painting in Common Areas: 15,283.79 2.3.2.- Pavement in Common Areas 2.3.2.1 m² Demolition of existing exterior pavement, of rustic ceramic tiles, with pneumatic hammer, without damaging adjacent structural elements, and manual loading onto truck or container. Economic valuation criterion: The price includes picking the adhered material on the support, but does not include demolition of the base support. 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 on stairs and ramps. Criterion for measuring the project: Surface measured according to Project graphic documentation. Criterion for measuring the work: The surface actually demolished will be measured according to Project specifications. Units Sup Width Height Partial Subtotal Walkable flat roof on first floor. South façade 1 256,100 256,100 Ramp next to South façade, coefficient x1.2 1.2 46,400 55,680 Stair next to South façade, coefficient x2 2 8,400 16,800 Stair next to Southeast façade, coefficient x1.5 1.5 33,900 50,850

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 62 Walkable flat roof next to Northwest façade, coefficient x1.2 1.2 47,600 57,120 Stair next to Northwest façade, coefficient x1.5 1.5 18,100 27,150 1.5 23,600 35,400 Walkable flat roof on ground floor, next to Northeast façade 1 322,800 322,800 821,900 821,900 Total m² …: 821,900 6.21 5,104.00 2.3.2.2 m² Cement mortar layer, industrial, M-5, 2-3 cm thick, frataced finish, for regularization of slope on flat roof. Includes: Pouring, spreading and leveling of the regularization mortar layer. Includes regularization layer in ramp and stair areas. Criterion for measuring the project: Surface measured according to Project graphic documentation. Criterion for measuring the work: The surface actually executed will be measured according to Project specifications. Units Sup Width Height Partial Subtotal Walkable flat roof on first floor. South façade 1 256,100 256,100 Ramp next to South façade, coefficient x1.2 1.2 46,400 55,680 Stair next to South façade, coefficient x2 2 8,400 16,800 Stair next to Southeast façade, coefficient x1.5 1.5 33,900 50,850 Walkable flat roof next to Northwest façade, coefficient x1.2 1.2 47,600 57,120 Stair next to Northwest façade, coefficient x1.5 1.5 18,100 27,150 1.5 23,600 35,400 Walkable flat roof on ground floor, next to Northeast façade 1 322,800 322,800 821,900 821,900 Total m² …: 821,900 11.75 9,657.33

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 63 2.3.2.3 m² Exterior pavement of 400x400x10 mm technical porcelain stoneware pieces, 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 slipperiness 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 slip 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 checking the support surface. Leveling of finish levels. Leveling of piece and movement joint arrangement. Application of adhesive. Placement of pieces with trowel. Formation of partition, perimeter and structural joints. Jointing. Removal and cleaning of excess material. Final cleaning of pavement. Includes pavement placement in ramp and stair areas (steps and landings). Criterion for measuring the project: Useful surface, measured according to Project graphic documentation. The measurement has not been increased for breaks and cuts, since a 5% increase in pieces has been considered in the breakdown. Criterion for measuring the work: The surface actually executed will be measured according to Project specifications. Units Sup Width Height Partial Subtotal Walkable flat roof on first floor. South façade 1 256,100 256,100 Ramp next to South façade, coefficient x1.2 1.2 46,400 55,680 Stair next to South façade, coefficient x2 2 8,400 16,800 Stair next to Southeast façade, coefficient x1.5 1.5 33,900 50,850 Walkable flat roof next to Northwest façade, coefficient x1.2 1.2 47,600 57,120 Stair next to Northwest façade, coefficient x1.5 1.5 18,100 27,150 1.5 23,600 35,400 Walkable flat roof on ground floor, next to Northeast façade 1 322,800 322,800 821,900 821,900 Total m² …: 821,900 69.42 57,056.30 Total subchapter 2.3.2.- Pavement in Common Areas: 71,817.63

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Partial budget no. 2 Triana No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 64 Total subchapter 2.3.- Triana-Common Areas: 87,101.42 2.4.- Triana-Safety and Health and Construction Waste Management 2.4.1 Unit Set of individual and collective protection systems, necessary for compliance with current regulations on Occupational Safety and Health. Including maintenance in safe conditions during the entire period required, repair or replacement and transportation to storage or container removal site. Includes: Nothing. Criterion for measuring the project: Number of units planned, according to Safety and Health Study or Basic Safety and Health Study. Criterion for measuring the work: The number of units actually placed will be measured according to Safety and Health Study or Basic Safety and Health Study specifications. Units Length Width Height Partial Subtotal Approx. 1.5%-2% of PEM 1 1,000 1,000 1,000 Total Unit …: 1,000 5,799.59 5,799.59 2.4.2 Unit Transportation of unclassified mixture of inert waste from construction and/or demolition, with 7 m³ container, to specific landfill, external construction and demolition waste treatment facility or waste recovery or disposal center. Including container delivery, rental and pickup service on site. Economic valuation criterion: The price includes the dumping fee for waste delivery. Includes: Loading the container onto the truck. Transportation of construction waste to specific landfill, external construction and demolition waste treatment facility or waste recovery or disposal center. Criterion for measuring the project: Number of units planned, according to Project graphic documentation. Criterion for measuring the work: The number of units actually transported will be measured according to Project specifications. Units Length Width Height Partial Subtotal Estimation 3.5-4% of PEM approx. 1 1,000 1,000 1,000 Total Unit …: 1,000 13,532.37 13,532.37 Total subchapter 2.4.- Triana-Safety and Health and Construction Waste Management: 19,331.96 Total partial budget no. 2 Triana: 405,971.33

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Partial budget no. 3 Alhambra No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 65 3.1.- Alhambra-Previous Actions/Auxiliary Means 3.1.1 Unit Transportation to site and removal of articulated arm aerial lift, diesel engine, 21 m maximum working height. Includes: Nothing. Criterion for measuring the project: Number of units planned, according to Project graphic documentation. Criterion for measuring the work: The number of units actually executed will be measured according to Project specifications. Units Length Width Height Partial Subtotal 1 1,000 1,000 1,000 Total Unit …: 1,000 137.37 137.37 3.1.2 Unit Daily rental of 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. Criterion for measuring the project: Number of units planned, according to Project graphic documentation. Criterion for measuring the work: Amortization in the form of daily rental, according to conditions defined in the contract signed with the supplier company. Units Length Width Height Partial Subtotal Approx. 4 months 120 120,000 120,000 120,000 Total Unit …: 120,000 185.35 22,242.00 3.1.3 Unit Transportation and removal of volume scaffolding, formed by 200 m³ of hot galvanized steel tubular structure and 100 m² work platform, located up to 20 m maximum height. Includes: Nothing. Criterion for measuring the project: Number of units planned, according to Project graphic documentation. Criterion for measuring the work: The number of units actually executed will be measured according to Project specifications. Units Length Width Height Partial Subtotal 4 4,000 4,000 4,000 Total Unit …: 4,000 390.82 1,563.28

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Partial budget no. 3 Alhambra No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 66 3.1.4 Unit Rental, for 120 natural days, of volume scaffolding, formed by 200 m³ of hot 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, with interior ladder and rear railing with two bars and kick plate, and front railing with one bar. Including monthly review of scaffolding by the installation company, according to R.D. 2177/2004, to guarantee stability and safety conditions. Includes: Periodic review to guarantee stability and safety conditions. Criterion for measuring the project: Number of units planned, according to Project graphic documentation. Criterion for measuring the work: Amortization in the form of daily rental, according to conditions defined in the contract signed with the supplier 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 4 4,000 10,000 10,000 Total Unit …: 10,000 2,557.20 25,572.00 Total subchapter 3.1.- Alhambra-Previous Actions/Auxiliary Means: 49,514.65 3.2.- AL-Envelope 3.2.1 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 cement mortar parameter. Economic valuation criterion: The price includes protection of elements in the surroundings that may be affected during the work and resolution of singular points. Includes: Preparation, cleaning and prior sanding of the support. Preparation of the mixture. Application of a coat of primer. Application of two coats of finish. Criterion for measuring the project: Surface measured according to Project graphic documentation, with the same criterion as the base support. Criterion for measuring the work: The surface actually executed will be measured according to Project specifications, with the same criterion as the base support. East façade Units Sup Width Length Partial Subtotal GROUND FLOOR Zone with ramps (pillars and vertical parts of ramps) 2 28,700 57,400 Zone between ramps (pillars, planters, railings, petos) 4 99,350 397,400

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Partial budget no. 3 Alhambra No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 67 FIRST FLOOR Corner of slab and drip edge 1 0.450 79,000 35,550 Peto 1 meter (including planters) 2 1,100 83,000 182,600 Peto and partitions between homes 2.60 m high 2 2,600 38,700 201,240 Pillars circular 2.60 m high 16 2,600 1,250 52,000 Pillars square 2.60 m high 1 2,600 8,800 22,880 Curved molding over windows 4 0.200 1,000 0,800 SECOND FLOOR Corner of slab and drip edge 1 0.450 80,200 36,090 Peto 1 meter (including planters) 2 1,100 82,360 181,192 Peto and partitions between homes 2.60 m high 2 2,600 34,600 179,920 Pillars circular 2.60 m high 16 2,600 1,250 52,000 Pillars square 2.60 m high 1 2,600 8,800 22,880 Curved molding over windows 4 0.200 1,500 1,200 THIRD FLOOR Corner of slab and drip edge 1 0.450 80,200 36,090 Peto 1 meter (including planters) 2 1,100 81,800 179,960 Peto and partitions between homes 2.60 m high 2 2,600 27,000 140,400 Pillars square 2.60 m high 1 2,600 8,800 22,880 Curved molding over windows 4 0.200 2,500 2,000 FOURTH FLOOR Corner of slab and drip edge 1 0.450 81,700 36,765 Peto 1 meter (including planters) 2 1,100 81,500 179,300 2.316,547 2,316,547 West façade Units Sup Width Length Partial Subtotal GROUND FLOOR Terraces between portals (including perimeter wall, partitions between homes, ventilation shunt) 3 76,500 229,500 Terrace on corner 2 44,000 88,000

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Partial budget no. 3 Alhambra No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 68 FIRST FLOOR TO FIFTH FLOOR Terraces between stair modules (including drip edge, slab corner, perimeter peto and partitions between homes) 12 71,750 861,000 Terrace on corner (including drip edge, slab corner, perimeter peto and partitions between homes) 8 43,000 344,000 ROOF FLOOR Central eave (including drip edge) 3 1,150 11,500 39,675 South façade Units Sup Width Height Partial Subtotal Circular window frame 4 0.650 2,600 Central volume 1 42,000 42,000 Eave 1 0.500 15,000 7,500 North façade Units Sup Width Height Partial Subtotal Circular window frame 4 0.650 2,600 Central volume 1 42,000 42,000 Eave 1 0.500 15,000 7,500 4,076,267 4,076,267 Total m² …: 4,076,267 11.56 47,121.65 3.2.2 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 cement mortar parameter. Economic valuation criterion: The price includes protection of elements in the surroundings that may be affected during the work and resolution of singular points. Includes: Preparation, cleaning and prior sanding of the support. Preparation of the mixture. Application of a coat of primer. Application of two coats of finish. Criterion for measuring the project: Surface measured according to Project graphic documentation, with the same criterion as the base support. Criterion for measuring the work: The surface actually executed will be measured according to Project specifications, with the same criterion as the base support. East façade Units Length Sup Height Partial Subtotal Ground floor enclosure (ramp area) 1 37,500 3,800 142,500 Ground floor enclosure (area between ramps and corners) 1 52,000 2,600 135,200

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Partial budget no. 3 Alhambra No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 69 Vertical enclosure P1-P4 4 68,600 2,600 713,440 Roof P1 (including drip edge, moldings and pillar capitals) 1 200,000 200,000 Roof P2 (including drip edge, moldings and pillar capitals) 1 167,000 167,000 Roof P3 (including drip edge, moldings and pillar capitals) 1 134,000 134,000 Roof P4 (including drip edge, moldings and pillar capitals) 1 93,000 93,000 Space next to semicircle on corner P4 2 3,700 7,400 Corner of eave on P5 2 2,600 0,500 2,600 6 4,500 0,500 13,500 Large shunt coronation 4 5,000 1,500 30,000 Small shunt coronation 16 2,400 1,000 38,400 1,908,540 1,908,540 West façade Units Length Sup Height Partial Subtotal Enclosure P1-P5 5 62,500 2,600 812,500 Roof P1-P4 (including drip edge) 12 17,000 204,000 Roof P1-P4 (including drip edge) on corners 8 16,000 128,000 Roof P5 (horizontal part of eave) 1 80,000 80,000 Small shunt coronation 10 2,400 1,000 24,000 Corner of eave on P6 8 3,600 0,500 14,400 1,262,900 1,262,900 South façade Units Sup Width Height Partial Subtotal Vertical enclosure 1 210,000 210,000 Corner of eave on P4 1 4,200 0,500 2,100