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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 151 (straight) 1 25,100 0,600 15,060 P4 (curves) 12 1,550 0,750 13,950 (straight) 1 24,700 0,750 18,525 116,760 116,760 SOUTH FAÇADE Units Length Width Height Partial Subtotal P2-P5 (straight) 40 1,300 0,750 39,000 8 1,950 0,750 11,700 50,700 50,700 SOUTHEAST FAÇADE Units Length Width Height Partial Subtotal P1 (curves) 1 2,800 0,300 0,840 1 3,300 0,300 0,990 P2 (curve) 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 1,250 0,300 0,375 P5 (straight) 1 1,300 0,900 1,170 6,840 6,840 NORTH FAÇADE 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 7,763 182,063 182,063 Total m² …: 182,063 23,18 4,220,22

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 152 5.2.6 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 profiles of laminated steel. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Criterion for economic valuation: The price includes preparation and cleaning of the support surface. Criterion for project measurement: Surface measured according to graphic documentation of Project. Criterion for work measurement: The surface actually executed will be measured according to Project specifications. NORTHEAST FAÇADE Units Sup Width Height Partial Subtotal Pergola structure on fourth floor of 4 m² of surface in horizontal projection 12 4,000 48,000 Pergola structure on fifth floor of 12 m² of surface in horizontal projection 10 12,000 120,000 Pergola structure on fifth floor of 5 m² of surface in horizontal projection 2 5,000 10,000 Metallic structure in pyramidal shape 2 8,000 16,000 194,000 194,000

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 153 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 8,000 342,000 342,000 Total m² …: 342,000 22,52 7,701,84 5.2.7 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 mesh infill, made of steel. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Painting of both sides. Criterion for project measurement: By units, measured according to graphic documentation of Project. Criterion for work measurement: By units, measured according to graphic documentation of Project. SOUTHEAST FAÇADE Units Length Width Height Partial Subtotal Fence of 3 panels of 60x125cm P1 6 6,000 P2 12 12,000 P3 12 12,000 P4 12 12,000 P5 12 12,000 54,000 54,000 Total Units …: 54,000 86,72 4,682,88

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 154 5.2.8 m Repair of reinforced concrete slab front, 30 cm edge, by demolishing the patch formed by single hollow brick masonry, removing the metal “L” profile holding the patch, eliminating surface dirt, rust, and any substance that may decrease the adhesion between the materials to be applied, including passivation of reinforcements. Repair of the slab edge 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 fibers of polyacrylonitrile, with low chromate content and free of chlorides, in a 15 mm thick layer, with a fratasado surface finish, for structural repair and reinforcement of concrete beam. New patching with ceramic tiles for cladding, placement in vertical with high-adhesion mortar. Formation of a drip edge by extending the tiles (5cm) below the slab edge. Includes: Enfoscado of the slab edge and drip edge. Criterion for economic valuation: The price includes marking the area to be sanitized. Pneumatic hammering of the surface. Cleaning of the support surface. Application of the solvent for greases. Brushing with a steel-bristled brush. Preparation of the mortar mixture. Application of the mortar. Curing. Removal and storage of generated waste. Manual loading of generated waste onto a truck or container. Criterion for project measurement: Length measured according to graphic documentation of Project. Criterion for work measurement: The length actually executed will be measured according to Project specifications. Units Length Width Height Partial Subtotal P1 1 107,500 107,500 P2 1 121,000 121,000 P3 1 111,500 111,500 P4 1 116,000 116,000 P5 1 13,000 13,000 469,000 469,000 Total m …: 469,000 145,45 68,216,05

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 155 5.2.9 m Removal of existing sealing material from expansion joint of structure, with a 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 a truck or container. Criterion for project measurement: Length measured according to graphic documentation of Project. Criterion for work measurement: 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 5.2.10 m Sealing of 15 mm wide expansion joint in exterior vertical and horizontal wall, with monocomponent polyurethane-based sealant, on a polyethylene expansion joint cord; finished by smoothing the material with a trowel. Includes: Cleaning of the support. Protection of the adjacent surface to the joint. Filling of the joint base. Application of the sealant. Criterion for project measurement: Length measured according to graphic documentation of Project. Criterion for work measurement: 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 5.2.11 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 WATERPROOFING LAYER in planter, with manual means, and manual loading onto a truck or container. // SANITIZING of planter interior by chipping the mortar surface in poor condition. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Rectangular planter P1 1 1,000 1,000 1,000 Total Units …: 1,000 38,44 38,44

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 156 5.2.12 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 grout, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick. // LIQUID WATERPROOFING of planter, on the interior, with two coats of continuous elastic waterproofing coating, satin finish, white color, minimum 1.2 mm thick; prior application of a coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven polyester geotextile 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 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 FILTRATION 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 units/m²). // FILLING FOR PLANTERS, WITH GRAVEL 20 to 30 mm in diameter. // FILLING OF PLANTER, WITH SELECTED SOIL FROM THE SAME EXCAVATION. // SUPPLY OF VEGETAL SOIL, SCREENED AND FERTILIZED, supplied in bags and spread manually, using a shovel, hoe, and rake, in uniform thickness layers, without damaging existing plants. // ALL ACCORDING TO DETAIL IN PLANS. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Rectangular planter P1 1 1,000 1,000 1,000 Total Units …: 1,000 538,51 538,51 5.2.13 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 WATERPROOFING LAYER in planter, with manual means, and manual loading onto a truck or container. // SANITIZING of planter interior by chipping the mortar surface in poor condition. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Rectangular planter P2 2 2,000 2,000 2,000 Total Units …: 2,000 55,08 110,16

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 157 5.2.14 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 grout, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick. // LIQUID WATERPROOFING of planter, on the interior, with two coats of continuous elastic waterproofing coating, satin finish, white color, minimum 1.2 mm thick; prior application of a coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven polyester geotextile 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 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 FILTRATION 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 units/m²). // FILLING FOR PLANTERS, WITH GRAVEL 20 to 30 mm in diameter. // FILLING OF PLANTER, WITH SELECTED SOIL FROM THE SAME EXCAVATION. // SUPPLY OF VEGETAL SOIL, SCREENED AND FERTILIZED, supplied in bags and spread manually, using a shovel, hoe, and rake, in uniform thickness layers, without damaging existing plants. // ALL ACCORDING TO DETAIL IN PLANS. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Rectangular planter P2 2 2,000 2,000 2,000 Total Units …: 2,000 771,75 1,543,50 5.2.15 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 WATERPROOFING LAYER in planter, with manual means, and manual loading onto a truck or container. // SANITIZING of planter interior by chipping the mortar surface in poor condition. Units Length Width Height Partial Subtotal Corner planter P2 1 1,000 1,000 1,000 Total Units …: 1,000 54,18 54,18

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 158 5.2.16 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 grout, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick. // LIQUID WATERPROOFING of planter, on the interior, with two coats of continuous elastic waterproofing coating, satin finish, white color, minimum 1.2 mm thick; prior application of a coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven polyester geotextile 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 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 FILTRATION 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 units/m²). // FILLING FOR PLANTERS, WITH GRAVEL 20 to 30 mm in diameter. // FILLING OF PLANTER, WITH SELECTED SOIL FROM THE SAME EXCAVATION. // SUPPLY OF VEGETAL SOIL, SCREENED AND FERTILIZED, supplied in bags and spread manually, using a shovel, hoe, and rake, in uniform thickness layers, without damaging existing plants. // ALL ACCORDING TO DETAIL IN PLANS. Units Length Width Height Partial Subtotal Corner planter P2 1 1,000 1,000 1,000 Total Units …: 1,000 759,08 759,08 5.2.17 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 WATERPROOFING LAYER in planter, with manual means, and manual loading onto a truck or container. // SANITIZING of planter interior by chipping the mortar surface in poor condition. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Rectangular planter P3 4,5 4,500 4,500 4,500 Total Units …: 4,500 63,91 287,60

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 159 5.2.18 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 grout, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick. // LIQUID WATERPROOFING of planter, on the interior, with two coats of continuous elastic waterproofing coating, satin finish, white color, minimum 1.2 mm thick; prior application of a coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven polyester geotextile 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 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 FILTRATION 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 units/m²). // FILLING FOR PLANTERS, WITH GRAVEL 20 to 30 mm in diameter. // FILLING OF PLANTER, WITH SELECTED SOIL FROM THE SAME EXCAVATION. // SUPPLY OF VEGETAL SOIL, SCREENED AND FERTILIZED, supplied in bags and spread manually, using a shovel, hoe, and rake, in uniform thickness layers, without damaging existing plants. // ALL ACCORDING TO DETAIL IN PLANS. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Rectangular planter P3 4,5 4,500 4,500 4,500 Total Units …: 4,500 895,42 4,029,39 5.2.19 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 WATERPROOFING LAYER in planter, with manual means, and manual loading onto a truck or container. // SANITIZING of planter interior by chipping the mortar surface in poor condition. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Rectangular planter P4 4,5 4,500 4,500 4,500 Total Units …: 4,500 51,96 233,82

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 160 5.2.20 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 grout, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick. // LIQUID WATERPROOFING of planter, on the interior, with two coats of continuous elastic waterproofing coating, satin finish, white color, minimum 1.2 mm thick; prior application of a coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven polyester geotextile 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 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 FILTRATION 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 units/m²). // FILLING FOR PLANTERS, WITH GRAVEL 20 to 30 mm in diameter. // FILLING OF PLANTER, WITH SELECTED SOIL FROM THE SAME EXCAVATION. // SUPPLY OF VEGETAL SOIL, SCREENED AND FERTILIZED, supplied in bags and spread manually, using a shovel, hoe, and rake, in uniform thickness layers, without damaging existing plants. // ALL ACCORDING TO DETAIL IN PLANS. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Rectangular planter P4 4,5 4,500 4,500 4,500 Total Units …: 4,500 726,36 3,268,62 5.2.21 m² Complete demolition of flat roof, walkable, non-ventilated, with ceramic pavement; with pneumatic hammer, without affecting the stability of adjacent constructive elements, and manual loading onto a truck or container. Criterion for economic valuation: The price includes the demolition of all layers that make up the roof, including the slope formation layer, encounter with vertical walls and baseboard, and the demolition of drains. Includes: Demolition of the element. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction remains. Manual loading of debris onto a truck or container. Criterion for project measurement: Surface measured according to graphic documentation of Project. Criterion for work measurement: The surface actually demolished will be measured according to Project specifications. ELEVATION NE Units Sup Width Height Partial Subtotal Portal 2_Planta 4º (right) 1 11,900 11,900

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 161 Portal 3_Planta 1º (right) 1 24,400 24,400 Portal 3_Planta 3º (right) 1 15,800 15,800 Portal 5_Planta 3º (right) 1 15,800 15,800 67,900 67,900 Total m² …: 67,900 49,21 3,341,36

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 162 5.2.22 m² Flat roof, walkable, non-ventilated, with fixed pavement, slope of 1% to 5%, for private pedestrian traffic. SLOPE FORMATION: by means of limatesas, limahoyas, and joints with maestras of double hollow ceramic brick and a layer of lightweight concrete, with a compression resistance of 2.0 MPa and a density of 690 kg/m³, 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, 2 cm thick, fratasado finish; SEPARATING-REGULARIZING LAYER: cement mortar CEM II/B-P 32.5 N type M-10, 2-3 cm thick; WATERPROOFING: ultra-workable NANOFLEX gel-membrane, without limits, applied according to the manufacturer’s specifications; SEPARATING-REGULARIZING LAYER: cement mortar CEM II/B-P 32.5 N type M-10, 2-3 cm thick; PROTECTION LAYER: ceramic pavement STN CERÁMICA - P.E. SAKHIR IVORY MT, 120x60 cm, class 3, laid in a thin layer with improved cement adhesive, C2 without any additional characteristics, gray color, on a regularization layer of industrial cement mortar, M-5, 4 cm thick, jointed with improved cement joint mortar, with reduced water absorption and high resistance to abrasion, type CG 2 W A, white color, for joints of 2 to 15 mm. Criterion for economic valuation: The price does not include the execution and sealing of joints or the execution of finishes at encounters with walls and drains. Includes: Replanteo of singular points. Replanteo of slopes and tracing of limatesas, limahoyas, and joints. Formation of slopes by means of limatesas, limahoyas, and joints with maestras. Filling of joints with expanded polystyrene. Pouring and leveling of lightweight concrete. Pouring, extending, and leveling of regularization mortar. Cleaning and preparation of the surface. Application of waterproofing. Application of separating layer under insulation. Review of the base surface where the insulation is fixed, according to the requirements of the technique to be used. Application of separating layer under reinforcement. Execution of mortar base. Application of separating layer under protection. Pouring, extending, and leveling of material for bonding or leveling. Replanteo of pavement joints and singular points. Replanteo of pavement and jointing of joints and singular points. Laying of pavement with open joint. Sealing of pavement and perimeter joints. Jointing of pavement. // Includes auxiliary means for transporting and storing materials at the work site. Criterion for project measurement: Surface measured in horizontal projection, according to graphic documentation of Project, from the interior faces of the perimeter parapets that limit it. Criterion for work measurement: 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. ELEVATION NE Units Sup Width Height Partial Subtotal Portal 2_Planta 4º (right) 1 11,900 11,900

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 163 Portal 3_Planta 1º (right) 1 24,400 24,400 Portal 3_Planta 3º (right) 1 15,800 15,800 Portal 5_Planta 3º (right) 1 15,800 15,800 67,900 67,900 Total m² …: 67,900 130,69 8,873,85 5.2.23 m Encounter of flat roof, walkable, non-ventilated, with fixed pavement, conventional type with vertical wall; by means of a perimeter recess 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 waterproofing, superadhesive, ultra-workable NANOFLEX without limits, with reinforcement bands and perimeter joints made with Aquastop 120, from KERAKOLL, applied according to the manufacturer’s specifications. Finished with a skirting board of ceramic tiles STN CERÁMICA - P.E. SAKHIR IVORY MT, laid with open joint (separation between 3 and 15 mm), in a 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 resistance to abrasion, type CG 2 W A, white color, for joints of 2 to 15 mm. Includes: Execution of perimeter recess. Cleaning and preparation of the surface. Application of waterproofing. Placement of reinforcement bands and termination band indicated by the manufacturer. Replanteo of skirting board pieces. Cutting of pieces and formation of joints in corners and recesses. Placement of skirting board. Jointing with joint mortar. Criterion for project measurement: Length measured in horizontal projection, according to graphic documentation of Project. Criterion for work measurement: The length actually executed will be measured, in horizontal projection, according to Project specifications. Units Length Width Height Partial Subtotal Perimeter of roof Portal 2_Planta 4º (right) 1 16,600 16,600 Perimeter Portal 3_Planta 1º (right) 1 21,300 21,300 Perimeter Portal 3_Planta 3º (right) 1 18,400 18,400 Perimeter Portal 5_Planta 3º (right) 1 18,400 18,400 74,700 74,700 Total m …: 74,700 42,29 3,159,06

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 164 5.2.24 Unit Encounter of flat roof, walkable, non-ventilated, with fixed pavement, with vertical drain, making a recess in the support around the drain, where the waterproofing formed by the Aquaform SD-VD system from KERAKOLL will be received, applied according to the manufacturer’s specifications. Placement of vertical outlet drain made of EPDM rubber, 110 mm in diameter, with a flat grill made of EPDM rubber, fully adhered to the reinforcement piece with a blowtorch. Includes: Execution of recess in the support around the drain. Cleaning and preparation of the surface. Application of waterproofing. Placement of the reinforcement piece. Placement of the drain. Criterion for project measurement: Number of units planned, according to graphic documentation of Project. Criterion for work measurement: The number of units actually executed will be measured, according to Project specifications. Units Length Width Height Partial Subtotal Drains 4 4,000 4,000 4,000 Total Units …: 4,000 340,23 1,360,92 5.2.25 Unit Service test to be performed by an accredited laboratory in the corresponding technical area, to verify the watertightness of a flat roof of up to 100 m² of surface by flooding its entire surface. Includes: Travel to the work site. Performance of the test. Drafting of the test result report. Criterion for project measurement: Test to be performed, according to the Quality Control Plan documentation. Criterion for work measurement: The number of tests performed by an accredited laboratory will be measured, according to Project specifications. ELEVATION NE Units Length Width Height Partial Subtotal Portal 2 1 1,000 1,000 1,000 Total Units …: 1,000 249,45 249,45 5.2.26 Unit Service test to be performed by an accredited laboratory in the corresponding technical area, to verify the watertightness of a planter of up to 5 m² of surface by filling the vase. Includes: Travel to the work site. Performance of the test. Drafting of the test result report. Criterion for project measurement: Test to be performed, according to the Quality Control Plan documentation. Criterion for work measurement: The number of tests performed by an accredited laboratory will be measured, according to Project specifications. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Floor 1º 2 2,000 Floor 2º 5 5,000

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 165 Floor 3º 9 9,000 Floor 4º 9 9,000 25,000 25,000 Total Units …: 25,000 108,37 2,709,25 Total subchapter 5.2.- ME-Envelope: 248,854,97 5.3.- Common Areas Mezquita 5.3.1.- Painting in Common Areas 5.3.1.1 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, regulating absorption, on exterior vertical and horizontal mortar wall. Criterion for economic valuation: 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 project measurement: Surface measured according to graphic documentation of Project, with the same criterion as the base support. Criterion for work measurement: 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 Walls in common areas up to 50cm 1 5,400 0,500 2,700 (upper part) 1 5,400 0,200 1,080 Walls in common areas up to 70cm 1 67,500 0,700 47,250 (upper part) 1 67,500 0,200 13,500 Walls in common areas up to 150cm 1 326,500 1,500 489,750 (upper part) 1 326,500 0,200 65,300 Walls in common areas up to 200cm 1 26,700 2,000 53,400 (upper part) 1 26,700 0,200 5,340 Walls in common areas up to 300cm 1 135,200 3,000 405,600

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 166 (upper part) 1 135,200 0,200 27,040 Walls in common areas up to 500cm 1 61,900 5,000 309,500 Ceiling under stairs in SE façade 1 15,500 15,500 Ceiling under sports track stairs 1 18,000 18,000 1,453,960 1,453,960 Total m² …: 1,453,960 11,56 16,807,78 5.3.1.2 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, regulating absorption, on exterior mortar wall. Criterion for economic valuation: 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 project measurement: Surface measured according to graphic documentation of Project, with the same criterion as the base support. Criterion for work measurement: 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 8,500 3,000 25,500 25,500 25,500 Total m² …: 25,500 13,63 347,57

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 167 5.3.1.3 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 handrail and staircase handrail with vertical and horizontal steel bars. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Painting of both sides and anchor plates to the floor. Criterion for project measurement: Surface of the enclosing polygon, measured according to graphic documentation of Project, by one face, without discounting holes. Criterion for work measurement: The surface of the enclosing polygon of the units actually executed will be measured, according to Project specifications, by one face. Units Length Width Height Partial Subtotal Handrails of 75cm over masonry wall 1 11,300 0,750 8,475 Handrails of 100cm 1 315,900 1,000 315,900 324,375 324,375 Total m² …: 324,375 23,18 7,519,01 5.3.1.4 m² Manual application of two coats of synthetic enamel with rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of synthetic antioxidant primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on pedestrian and vehicle gates, type fence with steel bars. 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 project measurement: Surface of the enclosing polygon, measured according to graphic documentation of Project, by one face, without discounting holes. Criterion for work measurement: The surface of the enclosing polygon of the units actually executed will be measured, according to Project specifications, by one face. Units Length Width Height Partial Subtotal Pedestrian gates 2 1,000 2,500 Pedestrian gate under ramp 1 1,800 2,000 5,300 5,300 Total m² …: 5,300 23,18 122,59

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 168 Vehicle gate 1 5,000 2,500 12,500 17,500 17,500 Total m² …: 17,500 23,18 405,65 5.3.1.5 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 fence over perimeter wall between pillars of brick masonry. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Painting of both sides and anchor plates to the floor. Includes painting of small lamp post on pillar. Criterion for project measurement: Measured by linear meter of perimeter wall, according to graphic documentation of Project. Criterion for work measurement: Measured by linear meter of perimeter wall, according to graphic documentation of Project. Units Length Width Height Partial Subtotal Fence over perimeter wall 1 87,200 87,200 87,200 87,200 Total m …: 87,200 16,23 1,415,26 5.3.1.6 m² Manual application of two coats of synthetic enamel with rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per coat); prior application of a coat of synthetic antioxidant primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior blind door, made of steel. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Criterion for project measurement: Surface measured according to graphic documentation of Project, without discounting holes, by both faces, including tapajuntas. Criterion for work measurement: The surface actually executed will be measured, according to Project specifications, by both faces, including tapajuntas. Units Length Faces Height Partial Subtotal Garage door 1 5,000 2,000 2,500 25,000 Pedestrian door under ramp 1 1,800 2,000 2,100 7,560 32,560 32,560 Total m² …: 32,560 23,18 754,74

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 169 5.3.1.7 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 profiles of laminated steel. Includes: Preparation and cleaning of the support surface. Application of a coat of primer. Application of two coats of finish. Criterion for project measurement: Surface measured in horizontal projection, according to graphic documentation of Project. Criterion for work measurement: Surface measured in horizontal projection, according to graphic documentation of Project. Units Sup Width Height Partial Subtotal Pergolas next to sports track 2 8,000 16,000 16,000 16,000 Total m² …: 16,000 22,52 360,32 Total subchapter 5.3.1.- Painting in Common Areas: 27,610,33 5.3.2.- Pavement in Common Areas 5.3.2.1 m² Demolition of existing pavement in exterior, of rustic ceramic tiles, with pneumatic hammer, without deteriorating adjacent constructive elements, and manual loading onto a truck or container. Criterion for economic valuation: The price includes chipping of the adhered material to 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 a truck or container. Includes demolition of pavement of steps and landings in stairs. Criterion for project measurement: Surface measured according to graphic documentation of Project. Criterion for work measurement: The surface actually demolished will be measured, according to Project specifications. Units Sup Width Height Partial Subtotal Flat roof next to NE façade, ground floor, coefficient x1.2 1,2 532,600 639,120 Zone of stairs next to SE façade, coefficient x2 2 12,400 24,800

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Partial budget no. 5 Mezquita No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 170 Zone of ramps next to pergola access, coefficient x1.2 1,2 64,800 77,760 Zone of stairs next to NE façade 1 23,100 23,100 Stairs in north zone, coefficient x2 2 5,200 10,400 2 6,100 12,200 1,5 64,800 97,200 884,580 884,580 Total m² …: 884,580 6,21 5,493,24 5.3.2.2 m² Layer of industrial cement mortar, M-5, 2-3 cm thick, fratasado finish, for regularization of slope in flat roof. Includes: Pouring, extending, and leveling of regularization mortar layer. Includes regularization layer in zones with ramps and stairs. Criterion for project measurement: Surface measured according to graphic documentation of Project. Criterion for work measurement: The surface actually executed will be measured, according to Project specifications. Units Sup Width Height Partial Subtotal Flat roof next to NE façade, ground floor, coefficient x1.2 1,2 532,600 639,120 Zone of stairs next to SE façade, coefficient x2 2 12,400 24,800 Zone of ramps next to pergola access, coefficient x1.2 1,2 64,800 77,760 Zone of stairs next to NE façade 1 23,100 23,100 Stairs in north zone, coefficient x2 2 5,200 10,400 2 6,100 12,200 1,5 64,800 97,200 884,580 884,580 Total m² …: 884,580 11,75 10,393,82