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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 111 GROUND FLOOR RAILINGS (measurement 1 face) Portal 1 1 16,500 1,000 16,500 Portal 2 1 16,500 1,000 16,500 Portal 3 1 16,500 1,000 16,500 Portal 4 1 16,500 1,000 16,500 Portal 5 1 16,500 1,000 16,500 82,500 82,500 Total m² …: 82,500 23,18 1,912,35 4.2.4 Ud Manual application of two hands of synthetic enamel with rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per hand); prior application of a hand 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 ground floor of 70x100cm, with latticework, steel. Includes: Preparation and cleaning of the support surface. Application of a primer. Application of two finish coats. Painting of both faces. Measurement criterion of project: Units. Measurement criterion of work: Units. FAÇADE NE Uds. Length Width Height Partial Subtotal GROUND FLOOR Portal 1 2 2,000 Portal 2 2 2,000 Portal 3 2 2,000 Portal 4 2 2,000 Portal 5 2 2,000 10,000 10,000 Total Ud …: 10,000 26,98 269,80

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 112 4.2.5 M² Manual application of two hands of synthetic enamel with rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per hand); prior application of a hand of synthetic antioxidant primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior railing with latticework of horizontal and vertical bars, steel. Includes: Preparation and cleaning of the support surface. Application of a primer. Application of two finish coats. 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, by one face. FAÇADE NE Uds. Length Width Height Partial Subtotal P1 (curves) 10 3,800 0,300 11,400 (straight) 1 28,100 0,300 8,430 P2 (curves) 10 3,050 0,450 13,725 (straight) 1 22,700 0,450 10,215 P3 (curves) 10 2,300 0,600 13,800 (straight) 1 20,900 0,600 12,540 P4 (curves) 10 1,550 0,750 11,625 (straight) 1 20,800 0,750 15,600 97,335 97,335 FAÇADE SO Uds. Length Width Height Partial Subtotal P2-P5 (straight) 32 1,300 0,750 31,200 8 1,950 0,750 11,700 42,900 42,900 FAÇADE SE Uds. 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 P5 (straight) 1 1,300 0,900 1,170 4,635 4,635 FAÇADE NO Uds. Length Width Height Partial Subtotal P1 (curve) 1 2,950 0,450 1,328

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 113 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 7,763 152,633 152,633 Total m² …: 152,633 23,18 3,538,03 4.2.6 M² Manual application of two hands of synthetic enamel with rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per hand); prior application of a hand 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 pieces of laminated steel profiles. Includes: Preparation and cleaning of the support surface. Application of a primer. Application of two finish coats. Measurement criterion of project: Surface measured according to graphic documentation of Project. Measurement criterion of work: The surface actually executed according to Project specifications. FAÇADE NE Uds. Sup Width Height Partial Subtotal Pergola structure on fourth floor of 4 m² surface in horizontal projection 10 4,000 40,000 Pergola structure on fifth floor of 12 m² surface in horizontal projection 8 12,000 96,000 Pergola structure on fifth floor of 5 m² surface in horizontal projection 2 5,000 10,000 Metallic structure in pyramidal shape 2 8,000 16,000 162,000 162,000 FAÇADE SO Uds. Sup Width Height Partial Subtotal Pergola structure on sixth floor of 11 m² surface in horizontal projection 10 11,000 110,000

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 114 110,000 110,000 FAÇADE SE Uds. Sup Width Height Partial Subtotal Pergola structure on fourth floor of 4 m² surface in horizontal projection 1 4,000 4,000 Pergola structure on fifth floor of 4 m² surface in horizontal projection 1 4,000 4,000 8,000 8,000 FAÇADE NO Uds. Sup Width Height Partial Subtotal Pergola structure on fourth floor of 4 m² surface in horizontal projection 1 4,000 4,000 Pergola structure on fifth floor of 4 m² surface in horizontal projection 1 4,000 4,000 8,000 8,000 288,000 288,000 Total m² …: 288,000 22,52 6,485,76 4.2.7 Ud Manual application of two hands of synthetic enamel with rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² per hand); prior application of a hand of synthetic antioxidant primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on fence of 3 panels of 60x125cm with latticework, steel. Includes: Preparation and cleaning of the support surface. Application of a primer. Application of two finish coats. 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. FAÇADE SO Uds. Length Width Height Partial Subtotal Fence of 3 panels of 60x125cm P1 5 5,000 P2 10 10,000 P3 10 10,000 P4 10 10,000

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 115 P5 10 10,000 45,000 45,000 Total Ud …: 45,000 86,72 3,902,40 4.2.8 M Repair of concrete slab front, 30 cm edge, by demolishing a patch made of single hollow brick, removing a metal L-shaped bracket, eliminating surface dirt, rust, and any substance that may reduce adhesion between materials to be applied, including passivation of reinforcements. Repair of the slab edge in poor condition by manual application of lightweight, thixotropic, monocomponent mortar, modified with polymers, reinforced with fibers, and resistant to sulfates, of 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 with a sponge or frata, for repair and structural reinforcement of concrete beam// New patching with ceramic tiles for coating, placed vertically with high-adhesion mortar. Formation of a drip edge by extending the tiles themselves below the slab edge (5cm). Includes plastering of the slab edge and drip edge. Economic valuation criterion: The price includes marking the area to be sanitized. Hammering the surface with an electric hammer. Cleaning the support surface. Applying the degreaser. Brushing with a steel-bristled brush. Preparing the mortar mixture. Applying the mortar. Curing. Removing and storing the generated waste. Manual loading of the 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. Uds. Length Width Height Partial Subtotal P1 1 99,000 99,000 P2 1 122,500 122,500 P3 1 148,000 148,000 P4 1 138,500 138,500 P5 1 79,000 79,000 587,000 587,000 Total m …: 587,000 145,45 85,379,15

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 116 4.2.9 M Removal of existing sealing material from expansion joint of structure, with a diamond cutting disc-equipped grinder, and subsequent cleaning. Includes: Removal of the sealing material. Cleaning by vacuuming the remains. Removal and storage of the generated waste. Manual loading of the 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. Uds. Length Width Height Partial Subtotal Façade SO 1 22,500 22,500 Façade NE 1 37,500 37,500 60,000 60,000 Total m …: 60,000 20,37 1,222,20 4.2.10 M Sealing of 15 mm wide expansion joint in exterior vertical and horizontal wall, with a monocomponent polyurethane-based sealant, on a polyethylene expansion joint backing, 20 mm in diameter; finished by smoothing the material with a trowel. Includes: Cleaning the support. Protecting the adjacent surface. Filling the joint. Applying 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. Uds. Length Width Height Partial Subtotal Façade SO 1 22,500 22,500 Façade NE 1 37,500 37,500 60,000 60,000 Total m …: 60,000 6,87 412,20 4.2.11 Ud EMPTYING AND SANITIZING OF RECTANGULAR PLANTER TYPE P1 - 80x215 cm approximately, composed of REMOVAL OF VEGETABLE SOIL from planters, including the elimination of plants, 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 the interior of the planter by chipping the mortar surface in poor condition. FAÇADE NORTHEAST Uds. Length Width Height Partial Subtotal Rectangular planter P1 3 3,000 3,000 3,000 Total Ud …: 3,000 38,44 115,32

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 117 4.2.12 Ud FORMATION OF RECTANGULAR PLANTER TYPE P1 - 80x215 cm approximately, composed of FORMATION OF SLOPES in planter, with expanded clay, poured dry and consolidated on its surface with a cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick. // 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 two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic putty, 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 at 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. // DRAINING 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). // PLANter FILLING WITH GRAVEL of 20 to 30 mm diameter. // PLANter FILLING WITH SELECTED SOIL from the same excavation. // SUPPLY OF SCREENED AND FERTILIZED VEGETABLE SOIL, supplied in bags and spread manually, using a shovel, hoe, and rake, in uniform thickness layers, without damaging existing plants. // ALL ACCORDING TO THE DETAILS IN THE PLANS. FAÇADE NORTHEAST Uds. Length Width Height Partial Subtotal Rectangular planter P1 3 3,000 3,000 3,000 Total Ud …: 3,000 538,51 1,615,53 4.2.13 Ud EMPTYING AND SANITIZING OF RECTANGULAR PLANTER TYPE P2 145x170cm approximately, composed of REMOVAL OF VEGETABLE SOIL from planters, including the elimination of plants, 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 the interior of the planter by chipping the mortar surface in poor condition. FAÇADE NORTHEAST Uds. Length Width Height Partial Subtotal Rectangular planter P2 4 4,000 4,000 4,000 Total Ud …: 4,000 55,08 220,32

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 118 4.2.14 Ud FORMATION OF RECTANGULAR PLANTER TYPE P2 145x170cm approximately, composed of FORMATION OF SLOPES in planter, with expanded clay, poured dry and consolidated on its surface with a cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick. // 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 two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic putty, 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 at 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. // DRAINING 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). // PLANter FILLING WITH GRAVEL of 20 to 30 mm diameter. // PLANter FILLING WITH SELECTED SOIL from the same excavation. // SUPPLY OF SCREENED AND FERTILIZED VEGETABLE SOIL, supplied in bags and spread manually, using a shovel, hoe, and rake, in uniform thickness layers, without damaging existing plants. // ALL ACCORDING TO THE DETAILS IN THE PLANS. FAÇADE NORTHEAST Uds. Length Width Height Partial Subtotal Rectangular planter P2 4 4,000 4,000 4,000 Total Ud …: 4,000 771,75 3,087,00 4.2.15 Ud EMPTYING AND SANITIZING OF RECTANGULAR PLANTER TYPE P3 130x220 cm approximately, composed of REMOVAL OF VEGETABLE SOIL from planters, including the elimination of plants, 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 the interior of the planter by chipping the mortar surface in poor condition. FAÇADE NORTHEAST Uds. Length Width Height Partial Subtotal Rectangular planter P3 8 8,000 8,000 8,000 Total Ud …: 8,000 63,91 511,28

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 119 4.2.16 Ud FORMATION OF RECTANGULAR PLANTER TYPE P3 130x220 cm approximately, composed of FORMATION OF SLOPES in planter, with expanded clay, poured dry and consolidated on its surface with a cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick. // 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 two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic putty, 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 at 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. // DRAINING 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). // PLANter FILLING WITH GRAVEL of 20 to 30 mm diameter. // PLANter FILLING WITH SELECTED SOIL from the same excavation. // SUPPLY OF SCREENED AND FERTILIZED VEGETABLE SOIL, supplied in bags and spread manually, using a shovel, hoe, and rake, in uniform thickness layers, without damaging existing plants. // ALL ACCORDING TO THE DETAILS IN THE PLANS. FAÇADE NORTHEAST Uds. Length Width Height Partial Subtotal Rectangular planter P3 8 8,000 8,000 8,000 Total Ud …: 8,000 895,42 7,163,36 4.2.17 Ud EMPTYING AND SANITIZING OF RECTANGULAR PLANTER TYPE P4 75x310 cm approximately, composed of REMOVAL OF VEGETABLE SOIL from planters, including the elimination of plants, 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 the interior of the planter by chipping the mortar surface in poor condition. FAÇADE NORTHEAST Uds. Length Width Height Partial Subtotal Rectangular planter P4 7,5 7,500 7,500 7,500 Total Ud …: 7,500 51,96 389,70

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 120 4.2.18 Ud FORMATION OF RECTANGULAR PLANTER TYPE P4 75x310 cm approximately, composed of FORMATION OF SLOPES in planter, with expanded clay, poured dry and consolidated on its surface with a cement slurry, with an average thickness of 5 cm // REGULARIZATION LAYER of industrial cement mortar, M-5, 2 cm thick. // 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 two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic putty, 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 at 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. // DRAINING 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). // PLANter FILLING WITH GRAVEL of 20 to 30 mm diameter. // PLANter FILLING WITH SELECTED SOIL from the same excavation. // SUPPLY OF SCREENED AND FERTILIZED VEGETABLE SOIL, supplied in bags and spread manually, using a shovel, hoe, and rake, in uniform thickness layers, without damaging existing plants. // ALL ACCORDING TO THE DETAILS IN THE PLANS. FAÇADE NORTHEAST Uds. Length Width Height Partial Subtotal Rectangular planter P4 7,5 7,500 7,500 7,500 Total Ud …: 7,500 726,36 5,447,70 4.2.19 Ud 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 surface by flooding the entire surface. Includes: Travel to the site. Performing the test. Drafting a report on the result 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 NE Uds. Length Width Height Partial Subtotal Portal 2 1 1,000 Portal 3 3 3,000 Portal 5 1 1,000 5,000 5,000 Total Ud …: 5,000 249,45 1,247,25

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 121 4.2.20 Ud 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 surface by filling the container. Includes: Travel to the site. Performing the test. Drafting a report on the result 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. FAÇADE NE Uds. Length Width Height Partial Subtotal 1st floor 6 6,000 2nd floor 8 8,000 3rd floor 16 16,000 4th floor 15 15,000 45,000 45,000 Total Ud …: 45,000 108,37 4,876,65 4.2.21 M Demolition of 1 m high railing of coated masonry, formed by 7/9 cm thick double hollow brick, with manual means, without damaging adjacent structural elements, and manual loading onto a truck or container. Economic valuation criterion: The price includes the demolition of the coating and the disassembly of the railing or handrail and its subsequent placement. Includes: Demolition of the masonry and its coatings. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction remains. Manual loading of debris onto a truck or container. Measurement criterion of project: Length measured according to graphic documentation of Project. Measurement criterion of work: The length actually demolished according to Project specifications will be measured. Uds. Length Width Height Partial Subtotal Balcony railing in Portal 5, 1st floor right (provisional) 1 7,200 7,200 7,200 7,200 Total m …: 7,200 10,58 76,18

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 122 4.2.22 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 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. 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 NE Uds. Sup Width Height Partial Subtotal Roof of Portal 5, 1st floor right (provisional) 1 28,000 28,000 28,000 28,000 Total m² …: 28,000 49,21 1,377,88

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 123 4.2.23 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 joint maestras with ceramic double hollow brick, and a layer of lightweight concrete, with a resistance to compression 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; SEPARATION-REGULARIZATION LAYER: cement mortar CEM II/B-P 32.5 N type M-10, 2-3 cm thick; 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, 2-3 cm thick; PROTECTION LAYER: ceramic pavement of STN CERÁMICA - P.E. SAKHIR IVORY MT, 120x60 cm, class 3, placed 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, with joints of 2 to 15 mm. 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 to reach the maestras’ crowning level. Pouring, spreading, and leveling of the regularization mortar. Cleaning and preparation of the surface. Placement of the impermeabilization. Placement of the separation layer under insulation. Review of the base surface where the insulation is fixed, according to the requirements of the technique to be used. Placement of the separation layer under reinforcement. Execution of the base of mortar. Placement of the separation layer under protection. Pouring, spreading, and leveling of the material for bonding or leveling. Replanteo of pavement joints. Replanteo of pavement and fajeado of joints and singular points. Placement of tiles with open joints. Sealing of pavement and peripheral joints. Rejuntado 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 railings or petos 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 railings or petos that limit it. ELEVATION NE Uds. Sup Width Height Partial Subtotal Roof of Portal 5, 1st floor right (provisional) 1 28,000 28,000

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 124 28,000 28,000 Total m² …: 28,000 130,69 3,659,32 4.2.24 M Railing of 1 m high, 12 cm thick, of coated masonry, formed by 24x12x7 cm perforated ceramic brick, for coating, with 10 mm thick horizontal and vertical joints, received with cement mortar made on site, with 250 kg/m³ of cement, gray color, 1:6 dosage, supplied in bags; plastered on both faces with cement mortar made on site, with 250 kg/m³ of cement, gray color, 1:6 dosage, supplied in bags. Including upper crowning piece. Includes: Cleaning and preparation of the support surface. Replanteo of the masonry to be executed. Preparation of the mortar. Asiento of the first course on a mortar layer. Placement and aplomado of reference miras. Tendido of strings between miras. Placement of fixed plomos on the edges. Placement of the pieces by courses at level. Replanteo of alignments and levels. Execution of encounters and pillars. Plastering of walls. Measurement criterion of project: Length measured at axes, according to graphic documentation of Project. Measurement criterion of work: The length actually executed according to Project specifications will be measured at axes. Uds. Length Width Height Partial Subtotal Railing of balcony in Portal 5, 1st floor right (provisional) 1 7,200 7,200 7,200 7,200 Total m …: 7,200 114,12 821,66 4.2.25 M Encounter of walkable flat roof, non-ventilated, with fixed flooring, 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 impermeabilization of gel-membrane impermeable, superadhesive, ultra-workable NANOFLEX without limits, with reinforcement strips and peripheral joints made with Aquastop 120, from KERAKOLL, applied according to manufacturer’s specifications. Finished with a rodapié coating of STN CERÁMICA - P.E. SAKHIR IVORY MT ceramic tiles, placed with open joints (separation between 3 and 15 mm), in a thin layer with improved cement adhesive, C2 without any additional characteristics, gray color, and rejuntados with improved cement 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 the perimeter recess. Cleaning and preparation of the surface. Application of the impermeabilization. Placement of the reinforcement strips and termination strips indicated by the manufacturer. Replanteo of the rodapié pieces. Cutting of the pieces and formation of encajes in corners and recesses. Placement of the rodapié. Rejuntado with 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.

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 125 Uds. Length Width Height Partial Subtotal Encounter in balcony of Portal 5, 1st floor right (provisional) 1 23,100 23,100 23,100 23,100 Total m …: 23,100 42,29 976,90 4.2.26 Ud Encounter of walkable flat roof, non-ventilated, with fixed flooring, with vertical drain, by making a recess in the support around the drain, where the impermeabilization formed by the Aquaform SD-VD system of KERAKOLL will be received, applied according to the manufacturer’s specifications. Placement of a vertical outlet drain made of EPDM rubber, 110 mm in diameter, with a flat EPDM rubber grille, fully adhered to the previous reinforcement piece with a blowtorch. Includes: Execution of the recess in the support around the drain. Cleaning and preparation of the surface. Application of the impermeabilization. Placement of the reinforcement piece. Placement of the drain. 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. Uds. Length Width Height Partial Subtotal Drain of balcony of Portal 5, 1st floor right (provisional) 1 1,000 1,000 1,000 Total Ud …: 1,000 340,23 340,23 4.2.27 M² Formation of continuous mortar coating, type GP CSIII W1, maestreado, 15 mm thick, applied on an exterior vertical wall, fratasado surface finish, with placement of a non-woven geotextile of anti-alkali glass fiber in the center of the mortar thickness, to arm and reinforce it. Including placement of a non-woven geotextile of anti-alkali glass fiber for reinforcement of encounters between different materials and on the fronts of the slab, in 20% of the wall surface, formation of joints, corners, maestras with a separation between them not exceeding one meter, edges, mochetas, jambs, dinteles, terminations in encounters with walls, coatings, or other elements received on its surface. Includes: Placement of the geotextile between different materials and on the fronts of the slab. Despiece of work panels. Placement of reglones and tendido of lienzas. Placement of tientos. Execution of maestras. Application of the mortar. Execution of joints and encounters. Surface finish. Curing of the mortar. Measurement criterion of project: Surface measured according to graphic documentation of Project, without deducting holes less than 4 m² and deducting, in holes with a surface area greater than 4 m², the excess over 4 m². Measurement criterion of work: The surface actually executed according to Project specifications will be measured, deducting, in holes with a surface area greater than 4 m², the excess over 4 m². Uds. Length Width Height Partial Subtotal Railing of balcony in Portal 5, 1st floor right (provisional) 2 7,200 1,000 14,400 Parte superior (provisional) 1 7,200 0,160 1,152 Perímetro (provisional) 1 16,200 0,300 4,860 20,412 20,412 Total m² …: 20,412 32,67 666,86

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 126 Railing of balcony in Portal 5, 1st floor right (provisional) 2 7,200 1,000 14,400 Parte superior (provisional) 1 7,200 0,160 1,152 Perímetro (provisional) 1 16,200 0,300 4,860 20,412 20,412 Total m² …: 20,412 11,46 233,92 4.2.28 M² Manual application of two hands of plastic paint, color to be chosen, matte finish, smooth texture, the first hand diluted with 15 to 20% water and the second hand diluted with 5 to 10% water or undiluted, (yield: 0.1 l/m² per hand); prior application of a hand of acrylic primer, regulator of absorption, on exterior cement mortar wall. 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 primer coat. Application of two finish coats. 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. Uds. Length Width Height Partial Subtotal Railing of balcony in Portal 5, 1st floor right (provisional) 2 7,200 1,000 14,400 Parte superior (provisional) 1 7,200 0,160 1,152 Perímetro (provisional) 1 16,200 0,300 4,860 20,412 20,412 Total m² …: 20,412 11,46 233,92 4.2.29 M Demolition of 0.7 m high railing of coated masonry, formed by 7/9 cm thick double hollow brick, with manual means, without damaging adjacent structural elements, and manual loading onto a truck or container. Economic valuation criterion: The price includes the demolition of the coating. Includes: Demolition of the masonry and its coatings. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction remains. Manual loading of debris onto a truck or container. Measurement criterion of project: Length measured according to graphic documentation of Project. Measurement criterion of work: The length actually demolished according to Project specifications will be measured. Uds. Length Width Height Partial Subtotal

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 127 Demolition of double exterior leaf of brick in planter Portal 4, 4th floor left with Portal 5, 4th floor right (provisional) 2 2,800 5,600 5,600 5,600 Total m …: 5,600 8,58 48,05 4.2.30 M Railing of 0.7 m high, 24 cm thick, of coated masonry, formed by 24x12x7 cm perforated ceramic brick, for coating, with 10 mm thick horizontal and vertical joints, received with cement mortar made on site, with 250 kg/m³ of cement, gray color, 1:6 dosage, supplied in bags; plastered on both faces with cement mortar made on site, with 250 kg/m³ of cement, gray color, 1:6 dosage, supplied in bags. Including upper crowning piece. Includes: Cleaning and preparation of the support surface. Replanteo of the masonry to be executed. Preparation of the mortar. Asiento of the first course on a mortar layer. Placement and aplomado of reference miras. Tendido of strings between miras. Placement of fixed plomos on the edges. Placement of the pieces by courses at level. Replanteo of alignments and levels. Execution of encounters and pillars. Plastering of walls. Measurement criterion of project: Length measured at axes, according to graphic documentation of Project. Measurement criterion of work: The length actually executed according to Project specifications will be measured at axes. Uds. Length Width Height Partial Subtotal Wall of 1 exterior leaf of brick in planter Portal 4, 4th floor left with Portal 5, 4th floor right (provisional) 1 2,800 2,800 2,800 2,800 Total m …: 2,800 108,50 303,80

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 128 4.2.31 M² Formation of continuous mortar coating, type GP CSIII W1, maestreado, 15 mm thick, applied on an exterior vertical wall, fratasado surface finish, with placement of a non-woven geotextile of anti-alkali glass fiber in the center of the mortar thickness, to arm and reinforce it. Including placement of a non-woven geotextile of anti-alkali glass fiber for reinforcement of encounters between different materials and on the fronts of the slab, in 20% of the wall surface, formation of joints, corners, maestras with a separation between them not exceeding one meter, edges, mochetas, jambs, dinteles, terminations in encounters with walls, coatings, or other elements received on its surface. Includes: Placement of the geotextile between different materials and on the fronts of the slab. Despiece of work panels. Placement of reglones and tendido of lienzas. Placement of tientos. Execution of maestras. Application of the mortar. Execution of joints and encounters. Surface finish. Curing of the mortar. Measurement criterion of project: Surface measured according to graphic documentation of Project, without deducting holes less than 4 m² and deducting, in holes with a surface area greater than 4 m², the excess over 4 m². Measurement criterion of work: The surface actually executed according to Project specifications will be measured, deducting, in holes with a surface area greater than 4 m², the excess over 4 m². Uds. Length Width Height Partial Subtotal Plastering for wall of 1 exterior leaf of brick in planter Portal 4, 4th floor left with Portal 5, 4th floor right (provisional) 1 2,800 0,700 1,960 Parte superior (provisional) 1 2,800 0,260 0,728 2,688 2,688 Total m² …: 2,688 32,67 87,82 4.2.32 M² Manual application of two hands of plastic paint, color to be chosen, matte finish, smooth texture, the first hand diluted with 15 to 20% water and the second hand diluted with 5 to 10% water or undiluted, (yield: 0.1 l/m² per hand); prior application of a hand of acrylic primer, regulator of absorption, on exterior cement mortar wall. 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 primer coat. Application of two finish coats. 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. Uds. Length Width Height Partial Subtotal

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 129 Plastering for wall of 1 exterior leaf of brick in planter Portal 4, 4th floor left with Portal 5, 4th floor right (provisional) 1 2,800 0,700 1,960 Parte superior (provisional) 1 2,800 0,260 0,728 2,688 2,688 Total m² …: 2,688 11,46 30,80 Total subchapter 4.2.- DO-Envelope: 251,973,82 4.3.- Common areas Doñana 4.3.1.- Painting in common areas 4.3.1.1 M² Manual application of two hands of plastic paint, color white, matte finish, smooth texture, the first hand diluted with 15 to 20% water and the second hand diluted with 5 to 10% water or undiluted, (yield: 0.1 l/m² per hand); prior application of a hand of acrylic primer, regulator of absorption, on exterior vertical and horizontal cement mortar wall. 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 primer coat. Application of two finish coats. 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. Uds. Length Width Sup Partial Subtotal Walls in common areas up to 50cm 1 45,300 0,500 22,650 (upper part) 1 45,300 0,200 9,060 Walls in common areas up to 70cm 1 109,200 0,700 76,440 (upper part) 1 109,200 0,200 21,840 Walls in common areas up to 150cm 1 218,500 1,500 327,750 (upper part) 1 218,500 0,200 43,700

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Partial budget nº 4 Doñana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 130 Walls in common areas up to 300cm 1 77,500 3,000 232,500 (upper part) 1 77,500 0,200 15,500 Center of transformation 1 15,800 3,000 47,400 Roof of entrance booth 1 10,000 10,000 806,840 806,840 Total m² …: 806,840 11,56 9,327,07 4.3.1.2 M² Manual application of two hands of plastic paint, color to be chosen, matte finish, smooth texture, the first hand diluted with 15 to 20% water and the second hand diluted with 5 to 10% water or undiluted, (yield: 0.1 l/m² per hand); prior application of a hand of acrylic primer, regulator of absorption, on exterior cement mortar wall. 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 primer coat. Application of two finish coats. 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. Uds. Length Width Height Partial Subtotal Pillars next to entrance doors 1 15,000 3,000 45,000 Base shunt of ventilation 4 6,700 0,500 13,400 Roof shunt of ventilation 4 6,700 0,500 13,400 71,800 71,800 Total m² …: 71,800 13,63 978,63