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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 71 212,100 212,100 FACADE N Units Length Width Height Partial Subtotal Vertical enclosure 1 210,000 210,000 Central eave corner P4 1 4,200 0,500 2,100 212,100 212,100 3,595,640 3,595,640 Total m² …: 3,595,640 11,56 41,565,60 3.2.3 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 antioxidant primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0,125 l/m²), on exterior railing 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 faces and soil anchor plates. Measurement criterion of project: Surface of the enclosing polygon, measured according to graphic documentation of Project, by one face, without discounting holes. Measurement criterion of work: The surface of the enclosing polygon of the units actually executed according to Project specifications will be measured, by one face. FACADE E 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 66,000 66,000 Total m² …: 66,000 23,18 1,529,88

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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 72 3.2.4 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 antioxidant 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 of 70x100cm, with latticework 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 faces. Measurement criterion of project: Units. Measurement criterion of work: Units. FACADE E 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 8,000 8,000 Total Unit …: 8,000 26,98 215,84 3.2.5 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 antioxidant primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0,125 l/m²), on exterior railing 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. Measurement criterion of project: Surface of the enclosing polygon, measured according to graphic documentation of Project, by one face, without discounting holes. Measurement criterion of work: The surface of the enclosing polygon of the units actually executed according to Project specifications will be measured, by one face. FACADE E Units Length Width Height Partial Subtotal P1 (curves) 8 3,800 0,300 9,120 (straight) 1 20,500 0,300 6,150 P2 (curves) 8 3,050 0,450 10,980 (straight) 1 18,500 0,450 8,325 P3 (curves) 8 2,300 0,600 11,040 (straight) 1 16,800 0,600 10,080 P4 (curves) 8 1,550 0,750 9,300

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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 73 (straight) 1 17,000 0,750 12,750 77,745 77,745 FACADE O Units Length Width Height Partial Subtotal P2-P5 (straight) 24 1,300 0,750 23,400 8 1,950 0,750 11,700 35,100 35,100 FACADE S Units Length Width Height Partial Subtotal P2 (curves) 1 2,800 0,450 1,260 P3 (straight) 1 1,800 0,600 1,080 P4 (straight) 1 1,500 0,750 1,125 1 1,300 0,300 0,390 P5 (straight) 1 1,300 0,900 1,170 5,025 5,025 FACADE N Units Length Width Height Partial Subtotal P1 (curve) 1 2,950 0,450 1,328 1 2,200 0,450 0,990 P2 (curve) 1 2,800 0,600 1,680 P3 (straight) 1 1,800 0,600 1,080 P4 (straight) 1 1,500 0,750 1,125 1 1,300 0,300 0,390 P5 (straight) 1 1,300 0,900 1,170 7,763 7,763 125,633 125,633 Total m² …: 125,633 23,18 2,912,17

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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 74 3.2.6 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 antioxidant primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0,125 l/m²), on beams and pillars formed by simple steel profiles. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Measurement criterion of project: Surface measured according to graphic documentation of Project. Measurement criterion of work: The surface actually executed according to Project specifications will be measured. FACADE E Units Sup Width Height Partial Subtotal Pergola structure on fourth floor of 4 m2 of surface in horizontal projection 8 4,000 32,000 Pergola structure on fifth floor of 12 m2 of surface in horizontal projection 6 12,000 72,000 Pergola structure on fifth floor of 5 m2 of surface in horizontal projection 2 5,000 10,000 Pyramidal metal structure 2 8,000 16,000 130,000 130,000 FACADE O Units Sup Width Height Partial Subtotal Pergola structure on sixth floor of 11 m2 of surface in horizontal projection 8 11,000 88,000 88,000 88,000 FACADE S Units Sup Width Height Partial Subtotal Pergola structure on fourth floor of 4 m2 of surface in horizontal projection 1 4,000 4,000 Pergola structure on fifth floor of 4 m2 of surface in horizontal projection 1 4,000 4,000 8,000 8,000 FACADE N Units Sup Width Height Partial Subtotal

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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 75 Pergola structure on fourth floor of 4 m2 of surface in horizontal projection 1 4,000 4,000 Pergola structure on fifth floor of 4 m2 of surface in horizontal projection 1 4,000 4,000 8,000 8,000 234,000 234,000 Total m² …: 234,000 22,52 5,269,68 3.2.7 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 antioxidant primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0,125 l/m²), on fence with 3 panels of 60x125cm with metal latticework 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 faces. Measurement criterion of project: By units, measured according to graphic documentation of Project. Measurement criterion of work: By units, measured according to graphic documentation of Project. FACADE O Units Length Width Height Partial Subtotal Fence with 3 panels of 60x125cm P1 4 4,000 P2 8 8,000 P3 8 8,000 P4 8 8,000 P5 8 8,000 36,000 36,000 Total Unit …: 36,000 86,72 3,121,92

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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 76 3.2.8 M Repair of reinforced concrete slab front, 30 cm edge, by demolition of patch formed by single hollow brick masonry, removal of metal “L” profile for patch support, elimination of surface dirt, rust and any substance that may decrease adhesion between materials to be applied, including passivation of reinforcements. Repair of slab edge in poor condition by manual application of lightweight thixotropic mortar, monocomponent, modified with polymers, reinforced with fibers and resistant to sulfates, 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 fibers of polyacrylonitrile, with low chromate content and free of chlorides, in a 15 mm thick layer, with a surface finish fratasado with sponge or fratas, for repair and structural reinforcement of concrete beam// New patch with ceramic tiles for cladding, placed vertically with high-adhesion mortar. Formation of a drip edge by extending, below the slab edge (5cm), the ceramic tiles themselves. Includes rendering of the slab edge and drip edge. Economic valuation criterion: The price includes marking the area to be sanitized. Electric hammering of the surface. Cleaning of the support surface. Application of grease solvent. Brushing with steel bristle brush. Preparation of mortar mixture. Application of mortar. Curing. Removal and storage of generated waste. Manual loading of generated waste onto a truck or container. Measurement criterion of project: Length measured according to graphic documentation of Project. Measurement criterion of work: The length actually executed according to Project specifications will be measured. Units Length Width Height Partial Subtotal P1 1 79,000 79,000 P2 1 113,000 113,000 P3 1 104,500 104,500 P4 1 119,500 119,500 P5 1 32,000 32,000 448,000 448,000 Total m …: 448,000 145,45 65,161,60

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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 77 3.2.9 M Removal of existing sealing material from expansion joint of structure, with diamond-cutting disc-equipped grinder, and subsequent cleaning. Includes: Removal of sealing material. Cleaning by vacuuming of residues. Removal and storage of generated waste. Manual loading of generated waste onto a truck or container. Measurement criterion of project: Length measured according to graphic documentation of Project. Measurement criterion of work: The length actually executed according to Project specifications will be measured. Units Length Width Height Partial Subtotal Facade O 1 22,500 22,500 Facade E 1 37,500 37,500 60,000 60,000 Total m …: 60,000 20,37 1,222,20 3.2.10 M Sealing of 15 mm wide expansion joint in vertical and horizontal exterior wall, with monocomponent polyurethane-based sealant, on a polyethylene expansion cord substrate, 20 mm in diameter; finished by smoothing the material with a trowel. Includes: Cleaning of the support. Protection of the adjacent surface. Filling of the joint bottom. Application of the sealant. Measurement criterion of project: Length measured according to graphic documentation of Project. Measurement criterion of work: The length actually executed according to Project specifications will be measured. Units Length Width Height Partial Subtotal Facade O 1 22,500 22,500 Facade E 1 37,500 37,500 60,000 60,000 Total m …: 60,000 6,87 412,20 3.2.11 Unit EMPTYING AND SANITIZING OF RECTANGULAR PLANTER TYPE P1 - 80x215 cm approximately, consisting of REMOVAL OF VEGETAL SOIL from planters, including plant removal, with manual means, and storage on site of the removed material for reuse. // REMOVAL OF IMPERMEABILIZATION LAYER in planter, with manual means, and manual loading onto a truck or container. // SANITIZING of planter interior by chipping the surface of the mortar in poor condition. FACADE EAST Units Length Width Height Partial Subtotal Rectangular planter P1 5 5,000 5,000 5,000 Total Unit …: 5,000 38,44 192,20

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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 78 3.2.12 Unit FORMATION OF RECTANGULAR PLANTER TYPE P1 - 80x215 cm approximately, consisting of FORMATION OF SLOPES in planter, with expanded clay, poured dry and consolidated on its surface with cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar in the entire interior of the planter, M-5 of 2 cm thickness. // LIQUID IMPERMEABILIZATION of planter, on the interior, with two coats of continuous elastic impermeable coating, satin finish, white color, with a minimum thickness of 1,2 mm; prior application of a coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic mortar, for the resolution of singular points. (or similar, to be justified by the contractor) // NON-WOVEN GEOTEXTILE composed of polyester fibers joined by needle-punching, with a longitudinal tensile strength of 1,63 kN/m, a transverse tensile strength of 2,08 kN/m, a cone opening in the dynamic puncture test according to UNE-EN ISO 13433 less than 27 mm, CBR puncture resistance 0,4 kN and a surface mass of 200 g/m². // DRAINAGE AND FILTERING LAYER of nodular structure of 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 ud/m²). // FILLING FOR PLANTERS, WITH GRAVEL of 20 to 30 mm diameter. // FILLING OF PLANTER, WITH SELECTED SOIL FROM THE SAME EXCAVATION. // SUPPLY OF SCREENED AND FERTILIZED VEGETAL SOIL, supplied in bags and spread manually, using a shovel, hoe and rake, in uniform thickness layers and without damaging existing plants. // ALL ACCORDING TO PLANIMETRY DETAILS. FACADE EAST Units Length Width Height Partial Subtotal Rectangular planter P1 5 5,000 5,000 5,000 Total Unit …: 5,000 538,51 2,692,55 3.2.13 Unit EMPTYING AND SANITIZING OF CORNER PLANTER TYPE P1, two sides of 245cm and 73cm and depth of 65cm approximately, consisting of REMOVAL OF VEGETAL SOIL from planters, including plant removal, with manual means, and storage on site of the removed material for reuse. // REMOVAL OF IMPERMEABILIZATION LAYER in planter, with manual means, and manual loading onto a truck or container. // SANITIZING of interior of planter by chipping the surface of the mortar in poor condition. Units Length Width Height Partial Subtotal Corner planter P1 2 2,000 2,000 2,000 Total Unit …: 2,000 46,19 92,38

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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 79 3.2.14 Unit FORMATION OF CORNER PLANTER TYPE P1, two sides of 245cm and 73cm and depth of 65cm approximately, consisting of FORMATION OF SLOPES in planter, with expanded clay, poured dry and consolidated on its surface with cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar in the entire interior of the planter, M-5 of 2 cm thickness. // LIQUID IMPERMEABILIZATION of planter, on the interior, with two coats of continuous elastic impermeable coating, satin finish, white color, with a minimum thickness of 1,2 mm; prior application of a coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic mortar, for the resolution of singular points. (or similar, to be justified by the contractor) // NON-WOVEN GEOTEXTILE composed of polyester fibers joined by needle-punching, with a longitudinal tensile strength of 1,63 kN/m, a transverse tensile strength of 2,08 kN/m, a cone opening in the dynamic puncture test according to UNE-EN ISO 13433 less than 27 mm, CBR puncture resistance 0,4 kN and a surface mass of 200 g/m². // DRAINAGE AND FILTERING LAYER of nodular structure of 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 ud/m²). // FILLING FOR PLANTERS, WITH GRAVEL of 20 to 30 mm diameter. // FILLING OF PLANTER, WITH SELECTED SOIL FROM THE SAME EXCAVATION. // SUPPLY OF SCREENED AND FERTILIZED VEGETAL SOIL, supplied in bags and spread manually, using a shovel, hoe and rake, in uniform thickness layers and without damaging existing plants. // ALL ACCORDING TO PLANIMETRY DETAILS. Units Length Width Height Partial Subtotal Corner planter P1 2 2,000 2,000 2,000 Total Unit …: 2,000 647,15 1,294,30 3.2.15 Unit EMPTYING AND SANITIZING OF RECTANGULAR PLANTER TYPE P2 145x170cm approximately, consisting of REMOVAL OF VEGETAL SOIL from planters, including plant removal, with manual means, and storage on site of the removed material for reuse. // REMOVAL OF IMPERMEABILIZATION LAYER in planter, with manual means, and manual loading onto a truck or container. // SANITIZING of interior of planter by chipping the surface of the mortar in poor condition. FACADE EAST Units Length Width Height Partial Subtotal Rectangular planter P2 6 6,000 6,000 6,000 Total Unit …: 6,000 55,08 330,48

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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 80 3.2.16 Unit FORMATION OF RECTANGULAR PLANTER TYPE P2 145x170cm approximately, consisting of FORMATION OF SLOPES in planter, with expanded clay, poured dry and consolidated on its surface with cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar in the entire interior of the planter, M-5 of 2 cm thickness. // LIQUID IMPERMEABILIZATION of planter, on the interior, with two coats of continuous elastic impermeable coating, satin finish, white color, with a minimum thickness of 1,2 mm; prior application of a coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic mortar, for the resolution of singular points. (or similar, to be justified by the contractor) // NON-WOVEN GEOTEXTILE composed of polyester fibers joined by needle-punching, with a longitudinal tensile strength of 1,63 kN/m, a transverse tensile strength of 2,08 kN/m, a cone opening in the dynamic puncture test according to UNE-EN ISO 13433 less than 27 mm, CBR puncture resistance 0,4 kN and a surface mass of 200 g/m². // DRAINAGE AND FILTERING LAYER of nodular structure of 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 ud/m²). // FILLING FOR PLANTERS, WITH GRAVEL of 20 to 30 mm diameter. // FILLING OF PLANTER, WITH SELECTED SOIL FROM THE SAME EXCAVATION. // SUPPLY OF SCREENED AND FERTILIZED VEGETAL SOIL, supplied in bags and spread manually, using a shovel, hoe and rake, in uniform thickness layers and without damaging existing plants. // ALL ACCORDING TO PLANIMETRY DETAILS. FACADE EAST Units Length Width Height Partial Subtotal Rectangular planter P2 6 6,000 6,000 6,000 Total Unit …: 6,000 771,75 4,630,50 3.2.17 Unit EMPTYING AND SANITIZING OF CORNER PLANTER TYPE P2, two sides of 245cm and 128cm and depth of 65cm approximately, consisting of REMOVAL OF VEGETAL SOIL from planters, including plant removal, with manual means, and storage on site of the removed material for reuse. // REMOVAL OF IMPERMEABILIZATION LAYER in planter, with manual means, and manual loading onto a truck or container. // SANITIZING of interior of planter by chipping the surface of the mortar in poor condition. Units Length Width Height Partial Subtotal Corner planter P2 1 1,000 1,000 1,000 Total Unit …: 1,000 54,18 54,18

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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 81 3.2.18 Unit FORMATION OF CORNER PLANTER TYPE P2, two sides of 245cm and 128cm and depth of 65cm approximately, consisting of FORMATION OF SLOPES in planter, with expanded clay, poured dry and consolidated on its surface with cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar in the entire interior of the planter, M-5 of 2 cm thickness. // LIQUID IMPERMEABILIZATION of planter, on the interior, with two coats of continuous elastic impermeable coating, satin finish, white color, with a minimum thickness of 1,2 mm; prior application of a coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic mortar, for the resolution of singular points. (or similar, to be justified by the contractor) // NON-WOVEN GEOTEXTILE composed of polyester fibers joined by needle-punching, with a longitudinal tensile strength of 1,63 kN/m, a transverse tensile strength of 2,08 kN/m, a cone opening in the dynamic puncture test according to UNE-EN ISO 13433 less than 27 mm, CBR puncture resistance 0,4 kN and a surface mass of 200 g/m². // DRAINAGE AND FILTERING LAYER of nodular structure of 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 ud/m²). // FILLING FOR PLANTERS, WITH GRAVEL of 20 to 30 mm diameter. // FILLING OF PLANTER, WITH SELECTED SOIL FROM THE SAME EXCAVATION. // SUPPLY OF SCREENED AND FERTILIZED VEGETAL SOIL, supplied in bags and spread manually, using a shovel, hoe and rake, in uniform thickness layers and without damaging existing plants. // ALL ACCORDING TO PLANIMETRY DETAILS. Units Length Width Height Partial Subtotal Corner planter P2 1 1,000 1,000 1,000 Total Unit …: 1,000 759,08 759,08 3.2.19 Unit EMPTYING AND SANITIZING OF RECTANGULAR PLANTER TYPE P3 130x220 cm approximately, consisting of REMOVAL OF VEGETAL SOIL from planters, including plant removal, with manual means, and storage on site of the removed material for reuse. // REMOVAL OF IMPERMEABILIZATION LAYER in planter, with manual means, and manual loading onto a truck or container. // SANITIZING of interior of planter by chipping the surface of the mortar in poor condition. FACADE EAST 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. 3 Alhambra No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 82 3.2.20 Unit FORMATION OF RECTANGULAR PLANTER TYPE P3 130x220 cm approximately, consisting of FORMATION OF SLOPES in planter, with expanded clay, poured dry and consolidated on its surface with cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar in the entire interior of the planter, M-5 of 2 cm thickness. // LIQUID IMPERMEABILIZATION of planter, on the interior, with two coats of continuous elastic impermeable coating, satin finish, white color, with a minimum thickness of 1,2 mm; prior application of a coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic mortar, for the resolution of singular points. (or similar, to be justified by the contractor) // NON-WOVEN GEOTEXTILE composed of polyester fibers joined by needle-punching, with a longitudinal tensile strength of 1,63 kN/m, a transverse tensile strength of 2,08 kN/m, a cone opening in the dynamic puncture test according to UNE-EN ISO 13433 less than 27 mm, CBR puncture resistance 0,4 kN and a surface mass of 200 g/m². // DRAINAGE AND FILTERING LAYER of nodular structure of 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 ud/m²). // FILLING FOR PLANTERS, WITH GRAVEL of 20 to 30 mm diameter. // FILLING OF PLANTER, WITH SELECTED SOIL FROM THE SAME EXCAVATION. // SUPPLY OF SCREENED AND FERTILIZED VEGETAL SOIL, supplied in bags and spread manually, using a shovel, hoe and rake, in uniform thickness layers and without damaging existing plants. // ALL ACCORDING TO PLANIMETRY DETAILS. FACADE EAST 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 3.2.21 Unit EMPTYING AND SANITIZING OF RECTANGULAR PLANTER TYPE P4 75x310 cm approximately, consisting of REMOVAL OF VEGETAL SOIL from planters, including plant removal, with manual means, and storage on site of the removed material for reuse. // REMOVAL OF IMPERMEABILIZATION LAYER in planter, with manual means, and manual loading onto a truck or container. // SANITIZING of interior of planter by chipping the surface of the mortar in poor condition. FACADE EAST Units Length Width Height Partial Subtotal Rectangular planter P4 4 4,000 4,000 4,000 Total Unit …: 4,000 51,96 207,84

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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 83 3.2.22 Unit FORMATION OF RECTANGULAR PLANTER TYPE P4 75x310 cm approximately, consisting of FORMATION OF SLOPES in planter, with expanded clay, poured dry and consolidated on its surface with cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar in the entire interior of the planter, M-5 of 2 cm thickness. // LIQUID IMPERMEABILIZATION of planter, on the interior, with two coats of continuous elastic impermeable coating, satin finish, white color, with a minimum thickness of 1,2 mm; prior application of a coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic mortar, for the resolution of singular points. (or similar, to be justified by the contractor) // NON-WOVEN GEOTEXTILE composed of polyester fibers joined by needle-punching, with a longitudinal tensile strength of 1,63 kN/m, a transverse tensile strength of 2,08 kN/m, a cone opening in the dynamic puncture test according to UNE-EN ISO 13433 less than 27 mm, CBR puncture resistance 0,4 kN and a surface mass of 200 g/m². // DRAINAGE AND FILTERING LAYER of nodular structure of 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 ud/m²). // FILLING FOR PLANTERS, WITH GRAVEL of 20 to 30 mm diameter. // FILLING OF PLANTER, WITH SELECTED SOIL FROM THE SAME EXCAVATION. // SUPPLY OF SCREENED AND FERTILIZED VEGETAL SOIL, supplied in bags and spread manually, using a shovel, hoe and rake, in uniform thickness layers and without damaging existing plants. // ALL ACCORDING TO PLANIMETRY DETAILS. FACADE EAST Units Length Width Height Partial Subtotal Rectangular planter P4 4 4,000 4,000 4,000 Total Unit …: 4,000 726,36 2,905,44 3.2.23 Unit EMPTYING AND SANITIZING OF CORNER PLANTER TYPE P4, two sides of 220cm and 245cm and depth of 65cm approximately, consisting of REMOVAL OF VEGETAL SOIL from planters, including plant removal, with manual means, and storage on site of the removed material for reuse. // REMOVAL OF IMPERMEABILIZATION LAYER in planter, with manual means, and manual loading onto a truck or container. // SANITIZING of interior of planter by chipping the surface of the mortar in poor condition. Units Length Width Height Partial Subtotal Corner planter P4 1 1,000 1,000 1,000 Total Unit …: 1,000 67,55 67,55

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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 84 3.2.24 Unit FORMATION OF CORNER PLANTER TYPE P4, two sides of 220cm and 245cm and depth of 65cm approximately, consisting of FORMATION OF SLOPES in planter, with expanded clay, poured dry and consolidated on its surface with cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar in the entire interior of the planter, M-5 of 2 cm thickness. // LIQUID IMPERMEABILIZATION of planter, on the interior, with two coats of continuous elastic impermeable coating, satin finish, white color, with a minimum thickness of 1,2 mm; prior application of a coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic mortar, for the resolution of singular points. (or similar, to be justified by the contractor) // NON-WOVEN GEOTEXTILE composed of polyester fibers joined by needle-punching, with a longitudinal tensile strength of 1,63 kN/m, a transverse tensile strength of 2,08 kN/m, a cone opening in the dynamic puncture test according to UNE-EN ISO 13433 less than 27 mm, CBR puncture resistance 0,4 kN and a surface mass of 200 g/m². // DRAINAGE AND FILTERING LAYER of nodular structure of 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 ud/m²). // FILLING FOR PLANTERS, WITH GRAVEL of 20 to 30 mm diameter. // FILLING OF PLANTER, WITH SELECTED SOIL FROM THE SAME EXCAVATION. // SUPPLY OF SCREENED AND FERTILIZED VEGETAL SOIL, supplied in bags and spread manually, using a shovel, hoe and rake, in uniform thickness layers and without damaging existing plants. // ALL ACCORDING TO PLANIMETRY DETAILS. Units Length Width Height Partial Subtotal Corner planter P4 1 1,000 1,000 1,000 Total Unit …: 1,000 946,30 946,30 3.2.25 M² Complete demolition of walkable flat roof, non-ventilated, with ceramic pavement; with pneumatic hammer, without affecting the stability of adjacent structural elements, and manual loading onto a truck or container. Economic valuation criterion: The price includes the demolition of all layers that make up the roof, including the slope formation layer, meeting with vertical walls and baseboard, and the demolition of the sumps. Includes: Demolition of the element. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction residues. Manual loading of debris onto a truck or container. Measurement criterion of project: Surface measured according to graphic documentation of Project. Measurement criterion of work: The surface actually demolished according to Project specifications will be measured. ELEVATION E Units Sup Width Height Partial Subtotal Portal 2_Planta 2º (left) 1 20,700 20,700

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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 85 Portal 4_Planta 4º (right) 1 13,000 13,000 33,700 33,700 Total m² …: 33,700 49,21 1,658,38 3.2.26 M² Walkable flat roof, non-ventilated, with fixed flooring, slope of 1% to 5%, for private pedestrian traffic. SLOPE FORMATION: by means of limatesas, limahoyas and joints with double hollow brick masonry and light concrete layer, with a compression resistance of 2,0 MPa and 690 kg/m³ density, made on site with expanded clay and gray cement, with an average thickness of 15 cm; with a regularization layer of industrial cement mortar, M-5 of 2 cm thickness, fratasado finish; SEPARATION-REGULARIZATION LAYER: cement mortar CEM II/B-P 32,5 N type M-10 of 2-3 cm thickness; IMPERMEABILIZATION: Gel-membrane impermeable, superadhesive, ultra-workable NANOFLEX without limits of KERAKOLL, applied according to manufacturer’s specifications; SEPARATION-REGULARIZATION LAYER: cement mortar CEM II/B-P 32,5 N type M-10 of 2-3 cm thickness; PROTECTION LAYER: ceramic pavement of STN CERÁMICA - P.E. SAKHIR IVORY MT, 120x60 cm, class 3, placed in thin layer with improved cementitious adhesive, C2 without any additional characteristics, gray color, on a regularization layer of industrial cement mortar, M-5, of 4 cm thickness, jointed with improved cementitious joint mortar, with reduced water absorption and high abrasion resistance type CG 2 W A, white color, for joints of 2 to 15 mm. Economic valuation criterion: The price does not include the execution and sealing of joints or the execution of finishes at the meetings with walls and drains. Includes: Replanteo of singular points. Replanteo of slopes and tracing of limatesas, limahoyas and joints. Slope formation by means of limatesas, limahoyas and joints with masonry. Filling of joints with expanded polystyrene. Pouring and leveling of light concrete until reaching the masonry crown level. Pouring, spreading and leveling of regularization mortar. Cleaning and preparation of the surface. Placement of impermeabilization. Placement of separation layer under insulation. Review of the base surface where the insulation fixation is carried out in accordance with the requirements of the technique to be used. Placement of separation layer under reinforcement. Execution of mortar base. Placement of separation layer under protection. Pouring, spreading and leveling of material for bonding or leveling. Replanteo of pavement joints. Replanteo of pavement and fajado of joints and singular points. Placement of tiles with open joint. Sealing of pavement and peripheral joints. Jointing of pavement. // Includes auxiliary means for transporting and storing materials to the work area. Measurement criterion of project: Surface measured in horizontal projection, according to graphic documentation of Project, from the interior faces of the perimeter parapets that limit it. Measurement criterion of work: The surface actually executed according to Project specifications will be measured, in horizontal projection, from the interior faces of the perimeter parapets that limit it.

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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 86 ELEVATION E Units Sup Width Height Partial Subtotal Portal 2_Planta 2º (left) 1 20,700 20,700 Portal 4_Planta 4º (right) 1 13,000 13,000 33,700 33,700 Total m² …: 33,700 130,69 4,404,25 3.2.27 M Meeting of walkable flat roof, non-ventilated, with fixed flooring, conventional type with vertical wall; by making a perimeter setback of more than 5 cm with respect to the vertical wall and more than 20 cm high above the roof protection, filled with industrial cement mortar, M-2,5 placed on the gel-membrane impermeable, superadhesive, ultra-workable NANOFLEX without limits, with reinforcement strips and peripheral joints made with Aquastop 120, of KERAKOLL, applied according to manufacturer’s specifications. Finished with a ceramic tile baseboard, STN CERÁMICA - P.E. SAKHIR IVORY MT, placed with open joint (separation between 3 and 15 mm), in thin layer with improved cementitious adhesive, C2 without any additional characteristics, gray color and jointed with improved cementitious 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 perimeter setback. Cleaning and preparation of the surface. Application of impermeabilization. Placement of reinforcement strips and termination strip indicated by the manufacturer. Replanteo of baseboard pieces. Cutting of pieces and formation of joints in corners and corners. Placement of baseboard. Jointing with joint mortar. Measurement criterion of project: Length measured in horizontal projection, according to graphic documentation of Project. Measurement criterion of work: The length actually executed according to Project specifications will be measured in horizontal projection. Units Length Width Height Partial Subtotal Perimeter of roof, Portal 2_Planta 2º (left) 1 20,400 20,400 Perimeter of roof, Portal 4_Planta 4º (right) 1 17,300 17,300 37,700 37,700 Total m …: 37,700 42,29 1,594,33

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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 87 3.2.28 Unit Meeting of walkable flat roof, non-ventilated, with fixed flooring, with vertical drain outlet, making a rebate in the support around the drain outlet, where the impermeabilization formed by Aquaform SD-VD system of KERAKOLL will be received, applied according to manufacturer’s specifications. Placement of vertical drain outlet of EPDM rubber, 110 mm diameter, with flat EPDM rubber grate, fully adhered to the previous reinforcement piece with a blowtorch. Includes: Execution of rebate of the support around the drain outlet. Cleaning and preparation of the surface. Application of impermeabilization. Placement of reinforcement piece. Placement of drain outlet. Measurement criterion of project: Number of units planned, according to graphic documentation of Project. Measurement criterion of work: The number of units actually executed according to Project specifications will be measured. Units Length Width Height Partial Subtotal Drain outlet, Portal 2_Planta 2º (left) 1 1,000 Drain outlet, Portal 4_Planta 4º (right) 1 1,000 2,000 2,000 Total Unit …: 2,000 340,23 680,46 3.2.29 Unit Service test to be performed by an accredited laboratory in the corresponding technical area, to verify the tightness of a flat roof of up to 100 m² of surface by flooding the entire surface. Includes: Displacement to the work. Realization of the test. Drafting of the result report of the test performed. Measurement criterion of project: Test to be performed, according to Quality Control Plan documentation. Measurement criterion of work: The number of tests performed by an accredited laboratory according to Project specifications will be measured. ELEVATION E Units Length Width Height Partial Subtotal Portal 3 8 8,000 Portal 4 2 2,000 10,000 10,000 ELEVATION N Units Length Width Height Partial Subtotal Portal 4, floor 4 1 1,000 1,000 1,000 11,000 11,000 Total Unit …: 11,000 249,45 2,743,95

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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 88 3.2.30 Unit Service test to be performed by an accredited laboratory in the corresponding technical area, to verify the tightness of a planter of up to 5 m² of surface by filling the planter. Includes: Displacement to the work. Realization of the test. Drafting of the result report of the test performed. Measurement criterion of project: Test to be performed, according to Quality Control Plan documentation. Measurement criterion of work: The number of tests performed by an accredited laboratory according to Project specifications will be measured. FACADE E Units Length Width Height Partial Subtotal Floor 1º 12 12,000 Floor 2º 13 13,000 Floor 3º 14 14,000 Floor 4º 9 9,000 48,000 48,000 Total Unit …: 48,000 108,37 5,201,76 Total subchapter 3.2.- AL-Envelope: 205,703,98 3.3.- Common areas Alhambra 3.3.1.- Painting in common areas 3.3.1.1 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 vertical and horizontal wall of cement mortar. Economic valuation criterion: The price includes the protection of elements in the environment 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 of project: Surface measured according to graphic documentation of Project, with the same criterion as the base support. Measurement criterion of work: The surface actually executed according to Project specifications will be measured, with the same criterion as the base support. Units Length Width Sup Partial Subtotal Walls in common areas up to 50cm 1 184,000 0,500 92,000 (upper part) 1 184,000 0,200 36,800 Walls in common areas up to 70cm 1 47,800 0,700 33,460

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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 89 (upper part) 1 47,800 0,200 9,560 Walls in common areas up to 150cm 1 113,000 1,500 169,500 (upper part) 1 113,000 0,200 22,600 Walls in common areas up to 500cm 1 73,800 5,000 369,000 (upper part) 1 73,800 0,200 14,760 747,680 747,680 Total m² …: 747,680 11,56 8,643,18 3.3.1.2 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 wall of cement mortar. Economic valuation criterion: The price includes the protection of elements in the environment 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 of project: Surface measured according to graphic documentation of Project, with the same criterion as the base support. Measurement criterion of 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 Pillars next to entrance doors 1 1,600 3,000 4,800 4,800 4,800 Total m² …: 4,800 13,63 65,42

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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 90 3.3.1.3 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 antioxidant primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0,125 l/m²), on exterior railings of terraces and ramps, 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 faces and soil anchor plates. Measurement criterion of project: Surface of the enclosing polygon, measured according to graphic documentation of Project, by one face, without discounting holes. Measurement criterion of work: The surface of the enclosing polygon of the units actually executed according to Project specifications will be measured, by one face. Units Length Width Height Partial Subtotal Railings of 75cm on masonry wall 1 19,500 0,750 14,625 Railings of 100cm 1 219,300 1,000 219,300 233,925 233,925 Total m² …: 233,925 23,18 5,422,38 3.3.1.4 M 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 antioxidant primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0,125 l/m²), on grilles over perimeter parapet between brick masonry pillars, 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 faces and anchor plates. Includes painting of small farola on pillar. Measurement criterion of project: It is measured by linear meter of perimeter parapet, measured according to graphic documentation of Project. Measurement criterion of work: The linear meter of perimeter parapet will be measured, measured according to graphic documentation of Project. Units Length Width Height Partial Subtotal Grille over perimeter parapet 1 73,700 73,700