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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 11 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 1.2.6 M² Manual application of two coats of quick-drying synthetic enamel, based on alkyd resins, color to choose, glossy finish, (yield: 0,077 l/m² each coat); previous application of one coat of quick-drying anti-rust synthetic primer, based on alkyd resins, gray color, matte finish (yield: 0,125 l/m²), on beams and pillars formed by simple pieces of rolled steel profiles. Includes: Preparation and cleaning of the support surface. Application of one primer coat. Application of two finish coats. Project measurement criterion: Surface measured according to graphic documentation of Project. Work measurement criterion: The surface actually executed according to Project specifications will be measured. NORTHEAST FAÇADE Units Sup Width Height Partial Subtotal Pergola structure on fourth floor of 4 m2 of horizontal projection surface 10 4,000 40,000 Pergola structure on fifth floor of 12 m2 of horizontal projection surface 8 12,000 96,000 Pergola structure on fifth floor of 5 m2 of horizontal projection surface 2 5,000 10,000 Metal structure in pyramidal form 2 8,000 16,000 162,000 162,000 SOUTHWEST FAÇADE Units Sup Width Height Partial Subtotal Pergola structure on sixth floor of 11 m2 of horizontal projection surface 10 11,000 110,000

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 12 110,000 110,000 SOUTHEAST FAÇADE Units Sup Width Height Partial Subtotal Pergola structure on fourth floor of 4 m2 of horizontal projection surface 1 4,000 4,000 Pergola structure on fifth floor of 4 m2 of horizontal projection surface 1 4,000 4,000 8,000 8,000 NORTHWEST FAÇADE Units Sup Width Height Partial Subtotal Pergola structure on fourth floor of 4 m2 of horizontal projection surface 1 4,000 4,000 Pergola structure on fifth floor of 4 m2 of horizontal projection surface 1 4,000 4,000 8,000 8,000 288,000 288,000 Total m² …: 288,000 22,52 6.485,76 1.2.7 Unit Manual application of two coats of quick-drying synthetic enamel, based on alkyd resins, color to choose, glossy finish, (yield: 0,077 l/m² each coat); previous application of one coat of quick-drying anti-rust synthetic primer, based on alkyd resins, gray color, matte finish (yield: 0,125 l/m²), on fence of 3 sections of 60x125cm with intermediate panel formed by metal grille, of steel. Includes: Preparation and cleaning of the support surface. Application of one primer coat. Application of two finish coats. Painting of both faces. Project measurement criterion: By units, measured according to graphic documentation of Project. Work measurement criterion: By units, measured according to graphic documentation of Project. SOUTHWEST FAÇADE Units Length Width Height Partial Subtotal Fence of 3 sections 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. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 13 P5 10 10,000 45,000 45,000 Total Unit …: 45,000 86,72 3.902,40 1.2.8 M Repair of reinforced concrete slab edge, of 30 cm depth, by demolition of patching formed by single hollow brick masonry, removal of L-shaped metal profile for patching support, elimination of surface dirt, rust and any substance that may reduce adhesion between repair materials to be applied, includes rebar passivation. Repair of slab edge in poor condition by manual application of lightweight thixotropic mortar, single-component, modified with polymers, reinforced with fibers and sulfate-resistant, of high mechanical strength and compensated shrinkage Sika Monotop 4000 Light “SIKA”, with compressive strength 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 reaction to fire, according to UNE-EN 13501-1, composed of Portland cement, selected grain size aggregates, polymers and synthetic fibers of polyacrylonitrile, with low chromate content and free of chlorides, in a layer of 15 mm average thickness, with troweled surface finish with sponge or trowel, for repair and structural reinforcement of concrete beam// New patching with ceramic tiles for facing, placement in vertical with high-adhesion mortar. Formation of drip edge by extension, below the slab edge (5cm), of the tiles themselves. Includes rendering of the slab edge and drip edge. Economic valuation criterion: The price includes marking of the area to be repaired. Hammering of surface with electric hammer. Cleaning of the support surface. Application of degreaser solvent. Brushing with steel wire brush. Preparation of the mortar mixture. Application of mortar. Curing. Removal and storage of generated waste. Manual loading of generated waste onto truck or container. Project measurement criterion: Length measured according to graphic documentation of Project. Work measurement criterion: The length actually executed according to Project specifications will be measured. Units Length Width Height Partial Subtotal P1 1 95,000 95,000 P2 1 151,500 151,500 P3 1 116,000 116,000 P4 1 171,000 171,000 P5 1 25,000 25,000 558,500 558,500 Total m …: 558,500 145,45 81.233,83

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 14 1.2.9 M Removal of sealant material existing in structure expansion joint, with grinder equipped with diamond cutting disc, and subsequent cleaning. Includes: Removal of sealant material. Cleaning by vacuum of the waste. Removal and storage of generated waste. Manual loading of generated waste onto truck or container. Project measurement criterion: Length measured according to graphic documentation of Project. Work measurement criterion: The length actually executed according to Project specifications will be measured. Units Length Width Height Partial Subtotal Southwest 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 1.2.10 M Sealing of 15 mm width expansion joint, in external vertical and horizontal wall surface, with single-component polyurethane sealant, on joint backing of expanded polyethylene strips, 20 mm diameter; finish by smoothing the material with putty knife. Includes: Cleaning of support. Protection of surface adjacent to joint. Filling of joint backing. Application of sealant. Project measurement criterion: Length measured according to graphic documentation of Project. Work measurement criterion: The length actually executed according to Project specifications will be measured. Units Length Width Height Partial Subtotal Southwest 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 1.2.11 Unit EMPTYING AND SANITATION OF STRAIGHT-TYPE PLANTER P1 - 80x215 cm approximately, composed of REMOVAL OF TOPSOIL from planters, including elimination of plants, with manual means, and on-site storage of removed material for reuse. // REMOVAL OF WATERPROOFING LAYER in planter, with manual means, and manual loading onto truck or container. // SANITATION of interior of planter by hammering of mortar surface in poor condition. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Straight planter P1 2 2,000 2,000 2,000 Total Unit …: 2,000 38,44 76,88

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 15 1.2.12 Unit FORMATION OF STRAIGHT-TYPE PLANTER P1 - 80x215 cm approximately, composed of SLOPE FORMATION in planter, with expanded clay, poured dry and consolidated on its surface with cement slurry, with average thickness of 5 cm // LEVELING LAYER of cement mortar throughout the interior basin of the planter, industrial, M-5 of 2 cm thickness. // LIQUID WATERPROOFING of planter, from the interior, with two coats of continuous elastic waterproofing coating, satin finish, white color, of 1,2 mm minimum thickness; previous application of one coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic sealant, for 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 transversal tensile strength of 2,08 kN/m, cone opening to dynamic perforation 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 (HDPE), with 8 mm height 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 of 20 to 30 mm diameter. // PLANTER FILLING, WITH SELECTED SOIL FROM OWN EXCAVATION. // CONTRIBUTION OF SIFTED AND FERTILIZED TOPSOIL, supplied in bags and spread with manual means, by shovel, hoe and rake, in uniform thickness layers and without causing damage to existing plants. // ALL ACCORDING TO DETAIL IN PLANS. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Straight planter P1 2 2,000 2,000 2,000 Total Unit …: 2,000 538,51 1.077,02 1.2.13 Unit EMPTYING AND SANITATION OF STRAIGHT-TYPE PLANTER P3 130x220 cm approximately, composed of REMOVAL OF TOPSOIL from planters, including elimination of plants, with manual means, and on-site storage of removed material for reuse. // REMOVAL OF WATERPROOFING LAYER in planter, with manual means, and manual loading onto truck or container. // SANITATION of interior of planter by hammering of mortar surface in poor condition. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Straight planter P3 1,5 1,500 1,500 1,500 Total Unit …: 1,500 63,91 95,87

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 16 1.2.14 Unit FORMATION OF STRAIGHT-TYPE PLANTER P3 130x220 cm approximately, composed of SLOPE FORMATION in planter, with expanded clay, poured dry and consolidated on its surface with cement slurry, with average thickness of 5 cm // LEVELING LAYER of cement mortar throughout the interior basin of the planter, industrial, M-5 of 2 cm thickness. // LIQUID WATERPROOFING of planter, from the interior, with two coats of continuous elastic waterproofing coating, satin finish, white color, of 1,2 mm minimum thickness; previous application of one coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic sealant, for 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 transversal tensile strength of 2,08 kN/m, cone opening to dynamic perforation 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 (HDPE), with 8 mm height 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 of 20 to 30 mm diameter. // PLANTER FILLING, WITH SELECTED SOIL FROM OWN EXCAVATION. // CONTRIBUTION OF SIFTED AND FERTILIZED TOPSOIL, supplied in bags and spread with manual means, by shovel, hoe and rake, in uniform thickness layers and without causing damage to existing plants. // ALL ACCORDING TO DETAIL IN PLANS. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Straight planter P3 1,5 1,500 1,500 1,500 Total Unit …: 1,500 895,42 1.343,13 1.2.15 Unit EMPTYING AND SANITATION OF STRAIGHT-TYPE PLANTER P4 75x310 cm approximately, composed of REMOVAL OF TOPSOIL from planters, including elimination of plants, with manual means, and on-site storage of removed material for reuse. // REMOVAL OF WATERPROOFING LAYER in planter, with manual means, and manual loading onto truck or container. // SANITATION of interior of planter by hammering of mortar surface in poor condition. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Straight planter P4 4 4,000 4,000 4,000 Total Unit …: 4,000 51,96 207,84

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 17 1.2.16 Unit FORMATION OF STRAIGHT-TYPE PLANTER P4 75x310 cm approximately, composed of SLOPE FORMATION in planter, with expanded clay, poured dry and consolidated on its surface with cement slurry, with average thickness of 5 cm // LEVELING LAYER of cement mortar throughout the interior basin of the planter, industrial, M-5 of 2 cm thickness. // LIQUID WATERPROOFING of planter, from the interior, with two coats of continuous elastic waterproofing coating, satin finish, white color, of 1,2 mm minimum thickness; previous application of one coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic sealant, for 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 transversal tensile strength of 2,08 kN/m, cone opening to dynamic perforation 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 (HDPE), with 8 mm height 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 of 20 to 30 mm diameter. // PLANTER FILLING, WITH SELECTED SOIL FROM OWN EXCAVATION. // CONTRIBUTION OF SIFTED AND FERTILIZED TOPSOIL, supplied in bags and spread with manual means, by shovel, hoe and rake, in uniform thickness layers and without causing damage to existing plants. // ALL ACCORDING TO DETAIL IN PLANS. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Straight planter P4 4 4,000 4,000 4,000 Total Unit …: 4,000 726,36 2.905,44 1.2.17 Unit EMPTYING AND SANITATION OF CORNER-TYPE PLANTER P4, two sides of 220cm and 245cm and depth of 65cm approximately, composed of REMOVAL OF TOPSOIL from planters, including elimination of plants, with manual means, and on-site storage of removed material for reuse. // REMOVAL OF WATERPROOFING LAYER in planter, with manual means, and manual loading onto truck or container. // SANITATION of interior of planter by hammering of mortar surface 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. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 18 1.2.18 Unit FORMATION OF CORNER-TYPE PLANTER P4, two sides of 220cm and 245cm and depth of 65cm approximately, composed of SLOPE FORMATION in planter, with expanded clay, poured dry and consolidated on its surface with cement slurry, with average thickness of 5 cm // LEVELING LAYER of cement mortar throughout the interior basin of the planter, industrial, M-5 of 2 cm thickness. // LIQUID WATERPROOFING of planter, from the interior, with two coats of continuous elastic waterproofing coating, satin finish, white color, of 1,2 mm minimum thickness; previous application of one coat of two-component primer, based on epoxy resin in aqueous dispersion, colorless, satin finish. Including non-woven geotextile of polyester fibers and thixotropic sealant, for 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 transversal tensile strength of 2,08 kN/m, cone opening to dynamic perforation 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 (HDPE), with 8 mm height 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 of 20 to 30 mm diameter. // PLANTER FILLING, WITH SELECTED SOIL FROM OWN EXCAVATION. // CONTRIBUTION OF SIFTED AND FERTILIZED TOPSOIL, supplied in bags and spread with manual means, by shovel, hoe and rake, in uniform thickness layers and without causing damage to existing plants. // ALL ACCORDING TO DETAIL IN PLANS. Units Length Width Height Partial Subtotal Corner planter P4 1 1,000 1,000 1,000 Total Unit …: 1,000 946,30 946,30 1.2.19 M² Complete demolition of non-ventilated walkable flat roof, with ceramic flooring; with pneumatic hammer, without affecting the stability of adjacent structural elements, and manual loading onto truck or container. Economic valuation criterion: The price includes the demolition of all layers that make up the roof, including the slope formation layer, intersection with vertical walls and plinth, and demolition of drains. Includes: Demolition of element. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction waste. Manual loading of debris onto truck or container. Project measurement criterion: Surface measured according to graphic documentation of Project. Work measurement criterion: The surface actually demolished according to Project specifications will be measured. NORTHEAST ELEVATION Units Sup Width Height Partial Subtotal Gate 1_Floor 1st (left) 1 26,300 26,300

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 19 26,300 26,300 Total m² …: 26,300 49,21 1.294,22 1.2.20 M² Non-ventilated walkable flat roof, with fixed paving, slope 1% to 5%, for private pedestrian traffic. SLOPE FORMATION: by edging of hip edges, valley edges and joints with ceramic brick guides and lightweight concrete layer, of compressive strength 2,0 MPa and 690 kg/m³ density, made on site with expanded clay and gray cement, with average thickness of 15 cm; with leveling layer of cement mortar, industrial, M-5 of 2 cm thickness, troweled finish; SEPARATOR LAYER- LEVELING: cement mortar CEM II/B-P 32,5 N type M-10 of 2-3 cm thickness; WATERPROOFING: Waterproof gel-membrane, super-adhesive, ultra-workable NANOFLEX limitless by KERAKOLL, applied according to manufacturer specifications; SEPARATOR LAYER- LEVELING: cement mortar CEM II/B-P 32,5 N type M-10 of 2-3 cm thickness; PROTECTION LAYER: ceramic tile flooring STN CERÁMICA - P.E. SAKHIR IVORY MT, 120x60 cm, class 3, placed in thin layer with improved cement adhesive, C2 without any additional features, gray color, on a leveling layer of cement mortar, industrial, M-5, of 4 cm thickness, grouted with improved cement joint mortar, with reduced water absorption and high abrasion resistance type CG 2 W A, white color, for joints of 2 to 15 mm. Economic valuation criterion: The price does not include the execution and sealing of joints or the execution of trim at intersections with walls and drains. Includes: Staking out of singular points. Staking out of slopes and tracing of hip edges, valley edges and joints. Slope formation by edging of hip edges, valley edges and joints with brick guides. Filling of joints with expanded polystyrene. Pouring and straightening of lightweight concrete until reaching the guide crown level. Pouring, spreading and straightening of leveling mortar. Cleaning and preparation of surface. Placement of waterproofing. Placement of separator layer under insulation. Review of base surface where insulation fastening is performed according to technical requirements. Placement of separator layer under reinforcement layer. Execution of mortar base. Placement of separator layer under protection. Pouring, spreading and straightening of bonding material or leveling. Staking out of pavement joints. Staking out of pavement and banding of joints and singular points. Placement of tiles with open joint. Sealing of pavement and perimeter joints. Grouting of pavement. //Includes auxiliary means for transport and storage of materials to work area. Project measurement criterion: Surface measured in horizontal projection, according to graphic documentation of Project, from the inner faces of perimeter antepechs or walls that limit it. Work measurement criterion: The surface actually executed in horizontal projection according to Project specifications will be measured, from the inner faces of perimeter antepechs or walls that limit it. NORTHEAST ELEVATION Units Sup Width Height Partial Subtotal

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 20 Gate 1_Floor 1st (left) 1 26,300 26,300 26,300 26,300 Total m² …: 26,300 130,69 3.437,15 1.2.21 M Intersection of non-ventilated walkable flat roof, with fixed paving, conventional type with vertical wall; by creating a perimeter setback of more than 5 cm with respect to the vertical wall and more than 20 cm height above the roof protection, filling with cement mortar, industrial, M-2,5 placed on the waterproofing of super-adhesive, ultra-workable waterproof gel-membrane NANOFLEX limitless, with reinforcement bands and perimeter joints made with Aquastop 120, by KERAKOLL, applied according to manufacturer specifications. Finish with a coating of ceramic tile baseboards STN CERÁMICA - P.E. SAKHIR IVORY MT, placed with open joint (spacing between 3 and 15 mm), in thin layer with improved cement adhesive, C2 without any additional features, gray color and grouted with improved cement joint mortar, with reduced water absorption and high abrasion resistance type CG 2 W A, white color, for joints of 2 to 15 mm. Includes: Execution of perimeter setback. Cleaning and preparation of surface. Application of waterproofing. Placement of reinforcement bands and termination band indicated by manufacturer. Staking out of baseboard pieces. Cutting of pieces and formation of slots in corners and recesses. Placement of baseboard. Grouting with joint mortar. Project measurement criterion: Length measured in horizontal projection, according to graphic documentation of Project. Work measurement criterion: The length actually executed in horizontal projection according to Project specifications will be measured. Units Length Width Height Partial Subtotal Roof perimeter, Gate 1_Floor 1st (left) 1 22,300 22,300 22,300 22,300 Total m …: 22,300 42,29 943,07 1.2.22 Unit Intersection of non-ventilated walkable flat roof, with fixed paving, with vertical outlet drain, making a recess in the support around the drain, in which the waterproofing system Aquaform SD-VD by KERAKOLL will be received, applied according to manufacturer. Placement of EPDM rubber drain, with vertical outlet, 110 mm diameter, with flat grate of EPDM rubber, fully adhered to the previous reinforcing piece with blowtorch. Includes: Execution of recess in support around drain. Cleaning and preparation of surface. Application of waterproofing. Placement of reinforcing piece. Placement of drain. Project measurement criterion: Number of units foreseen, according to graphic documentation of Project. Work measurement criterion: The number of units actually executed according to Project specifications will be measured.

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 21 Units Length Width Height Partial Subtotal Drain, Gate 1_Floor 1st (left) 1 1,000 1,000 1,000 Total Unit …: 1,000 340,23 340,23 1.2.23 Unit Service test to be performed by laboratory accredited in the corresponding technical area, to verify the watertightness of a flat roof up to 100 m² of surface by flooding the entire surface. Includes: Travel to site. Execution of test. Writing of report of test results performed. Project measurement criterion: Test to be performed, according to documentation of Quality Control Plan. Work measurement criterion: The number of tests performed by accredited laboratory according to Project specifications will be measured. Units Length Width Height Partial Subtotal Gate 1, floor 1st, left 1 1,000 1,000 1,000 Total Unit …: 1,000 249,45 249,45 1.2.24 Unit Service test to be performed by laboratory accredited in the corresponding technical area, to verify the watertightness of a planter up to 5 m² of surface by filling the basin. Includes: Travel to site. Execution of test. Writing of report of test results performed. Project measurement criterion: Test to be performed, according to documentation of Quality Control Plan. Work measurement criterion: The number of tests performed by accredited laboratory according to Project specifications will be measured. NORTHEAST FAÇADE Units Length Width Height Partial Subtotal Floor 1st 4 4,000 Floor 3rd 3 3,000 Floor 4th 9 9,000 16,000 16,000 Total Unit …: 16,000 108,37 1.733,92 Total subsection 1.2.- GI- Envelope: 229.249,04 1.3.- Common Areas Giralda 1.3.1.- Painting in Common Areas

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 22 1.3.1.1 M² Manual application of two coats of plastic paint, white color, matte finish, smooth texture, first coat diluted with 15 to 20% water and the next diluted with 5 to 10% water or undiluted, (yield: 0,1 l/m² each coat); previous application of one coat of acrylic primer, regulating absorption, on vertical and horizontal external wall surface of cement mortar. Economic valuation criterion: The price includes protection of elements in the environment that may be affected during work and resolution of singular points. Includes: Preparation, cleaning and prior sanding of support. Preparation of mixture. Application of base coat. Application of two finish coats. Project measurement criterion: Surface measured according to graphic documentation of Project, with same criterion as base support. Work measurement criterion: The surface actually executed according to Project specifications will be measured, with same criterion as base support. Units Length Width Sup Partial Subtotal Walls in common areas up to 50cm (upper part) 1 142,100 0,500 71,050 1 142,100 0,200 28,420 Walls in common areas up to 70cm (upper part) 1 98,800 0,700 69,160 1 98,800 0,200 19,760 Walls in common areas up to 150cm (upper part) 1 185,300 1,500 277,950 1 185,300 0,200 37,060 Walls in common areas up to 200cm (upper part) 1 3,700 2,000 7,400 1 3,700 0,200 0,740 Walls in common areas up to 300cm (upper part) 1 231,300 3,000 693,900 1 231,300 0,200 46,260 Ceilings 1 108,200 108,200 1.359,900 1.359,900 Total m² …: 1.359,900 11,56 15.720,44

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 23 1.3.1.2 M² Manual application of two coats of plastic paint, color to choose, matte finish, smooth texture, first coat diluted with 15 to 20% water and the next diluted with 5 to 10% water or undiluted, (yield: 0,1 l/m² each coat); previous application of one coat of acrylic primer, regulating absorption, on external wall surface of cement mortar. Economic valuation criterion: The price includes protection of elements in the environment that may be affected during work and resolution of singular points. Includes: Preparation, cleaning and prior sanding of support. Preparation of mixture. Application of base coat. Application of two finish coats. Project measurement criterion: Surface measured according to graphic documentation of Project, with same criterion as base support. Work measurement criterion: The surface actually executed according to Project specifications will be measured, with same criterion as base support. Units Length Width Height Partial Subtotal Pilasters next to entrance doors 1 10,500 3,000 31,500 31,500 31,500 Total m² …: 31,500 13,63 429,35 1.3.1.3 M² Manual application of two coats of quick-drying synthetic enamel on balcony and ramp railings, based on alkyd resins, color to choose, glossy finish, (yield: 0,077 l/m² each coat); previous application of one coat of quick-drying anti-rust synthetic primer, based on alkyd resins, gray color, matte finish (yield: 0,125 l/m²), on external railing with handrail and with intermediate panel of vertical and horizontal balusters, of steel. Includes: Preparation and cleaning of support surface. Application of one primer coat. Application of two finish coats. Painting of both faces and anchor plates to floor. Project measurement criterion: Surface of envelope polygon, measured according to graphic documentation of Project, on one side only, without deducting openings. Work measurement criterion: The surface of the envelope polygon of units actually executed according to Project specifications will be measured, on one side only. Units Length Width Height Partial Subtotal Railings of 75cm on masonry wall 1 42,950 0,750 32,213 Railings of 100cm 1 223,400 1,000 223,400 255,613 255,613 Total m² …: 255,613 23,18 5.925,11

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 24 1.3.1.4 M² Manual application of two coats of quick-drying synthetic enamel, based on alkyd resins, color to choose, glossy finish, (yield: 0,077 l/m² each coat); previous application of one coat of quick-drying anti-rust synthetic primer, based on alkyd resins, gray color, matte finish (yield: 0,125 l/m²), on pedestrian and vehicle gate-type fence doors of balusters, of steel. Includes: Preparation and cleaning of support surface. Application of one primer coat. Application of two finish coats. Painting on both sides. Project measurement criterion: Surface of envelope polygon, measured according to graphic documentation of Project, on one side only, without deducting openings. Work measurement criterion: The surface of the envelope polygon of units actually executed according to Project specifications will be measured, on one side only. Units Length Width Height Partial Subtotal Pedestrian doors 2 1,000 2,500 5,000 Vehicle door 1 5,000 2,500 12,500 17,500 17,500 Total m² …: 17,500 23,18 405,65 1.3.1.5 M² Manual application of two coats of quick-drying synthetic enamel, based on alkyd resins, color to choose, glossy finish, (yield: 0,077 l/m² each coat); previous application of one coat of quick-drying anti-rust synthetic primer, based on alkyd resins, gray color, matte finish (yield: 0,125 l/m²), on external blind steel door. Includes: Preparation and cleaning of support surface. Application of one primer coat. Application of two finish coats. Project measurement criterion: Surface measured according to graphic documentation of Project, without deducting openings, on both sides, including joint covers. Work measurement criterion: The surface actually executed according to Project specifications will be measured, on both sides, including joint covers. Units Length Faces Height Partial Subtotal Garage door 1 5,000 2,000 2,500 25,000 Door next to pool (under stairs) 1 1,000 2,000 2,100 4,200 29,200 29,200 Total m² …: 29,200 23,18 676,86

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 25 1.3.1.6 M Manual application of two coats of quick-drying synthetic enamel on grilles on perimeter wall between brick masonry pilasters, based on alkyd resins, color to choose, glossy finish, (yield: 0,077 l/m² each coat); previous application of one coat of quick-drying anti-rust synthetic primer, based on alkyd resins, gray color, matte finish (yield: 0,125 l/m²), on external grille with intermediate panel of vertical and horizontal balusters, of steel. Includes: Preparation and cleaning of support surface. Application of one primer coat. Application of two finish coats. Painting of both sides and anchor plates. Includes painting of small lamp post foot on pilaster. Project measurement criterion: Measured by linear meter all the perimeter wall, measured according to graphic documentation of Project. Work measurement criterion: Will be measured by linear meter of perimeter wall, measured according to graphic documentation of Project. Linear meters of grilles that cannot be painted due to vegetation (hedges) will be deducted. Units Length Width Height Partial Subtotal Grille on perimeter wall 1 97,000 97,000 97,000 97,000 Total m …: 97,000 16,23 1.574,31 Total subsection 1.3.1.- Painting in Common Areas: 24.731,72 1.3.2.- Paving in Common Areas 1.3.2.1 M² Demolition of existing external pavement, rustic stoneware ceramic tiles, with pneumatic hammer, without damaging adjacent structural elements, and manual loading onto truck or container. Economic valuation criterion: The price includes chipping of bonding material adhered to support, but does not include demolition of support base. Includes: Demolition of element. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction waste. Manual loading of debris onto truck or container. Includes demolition of pavement on treads and risers in stairs. Project measurement criterion: Surface measured according to graphic documentation of Project. Work measurement criterion: The surface actually demolished according to Project specifications will be measured. Units Sup Width Height Partial Subtotal Walkable flat roof on ground floor. Northeast façade 1 323,500 323,500 Staircase area on southeast façade (includes demolition of flooring on treads and risers) coefficient x2 2 14,900 29,800

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 26 Staircase area on northwest façade (includes demolition of flooring on treads and risers) coefficient x2 2 9,900 19,800 Staircase area NORTH (includes demolition of flooring on treads and risers) coefficient x2 2 29,900 59,800 Staircase area next to bathrooms (includes demolition of flooring on treads and risers) coefficient x2 2 12,200 24,400 Ramp area next to bathrooms, coefficient x1.2 1,2 205,900 247,080 Bathroom area (under roof) 1 19,400 19,400 Staircase areas next to pool, coefficient x2 2 4,400 8,800 2 31,500 63,000 2 6,700 13,400 Catwalk over pool 1 113,300 113,300 Ramp next to pool, coefficient x1.2 1,2 31,950 38,340 1,2 2,700 3,240 963,860 963,860 Total m² …: 963,860 6,21 5.985,57 1.3.2.2 M² Leveling layer of cement mortar, industrial, M-5, of 2-3 cm thickness, troweled finish, for leveling of slope on flat roof. Includes: Pouring, spreading and straightening of leveling mortar layer. Includes leveling layer in areas with ramps and stairs. Project measurement criterion: Surface measured according to graphic documentation of Project. Work measurement criterion: The surface actually executed according to Project specifications will be measured. Units Sup Width Height Partial Subtotal Walkable flat roof on ground floor. Northeast façade 1 323,500 323,500

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 27 Staircase area on southeast façade (includes demolition of flooring on treads and risers) coefficient x2 2 14,900 29,800 Staircase area on northwest façade (includes demolition of flooring on treads and risers) coefficient x2 2 9,900 19,800 Staircase area NORTH (includes demolition of flooring on treads and risers) coefficient x2 2 29,900 59,800 Staircase area next to bathrooms (includes demolition of flooring on treads and risers) coefficient x2 2 12,200 24,400 Ramp area next to bathrooms, coefficient x1.2 1,2 205,900 247,080 Bathroom area (under roof) 1 19,400 19,400 Staircase areas next to pool, coefficient x2 2 4,400 8,800 2 31,500 63,000 2 6,700 13,400 Catwalk over pool 1 113,300 113,300 Ramp next to pool, coefficient x1.2 1,2 31,950 38,340 1,2 2,700 3,240 963,860 963,860 Total m² …: 963,860 11,75 11.325,36

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 28 1.3.2.3 M² External porcelain stoneware paving of 400x400x10 mm pieces, mid-range quality, water absorption capacity E<0,1%, group BIa, according to UNE-EN 14411, with slip resistance Rd>45 according to UNE-EN 16165 and slipperiness class 3 according to CTE; breaking load >3000 N; flexural strength >45 N/mm². SUPPORT: cement mortar. PLACEMENT: in thin layer and by double bonding with improved cement adhesive, C2 TE, according to UNE-EN 12004, with reduced slippage and extended open time. GROUTING: with improved cement joint mortar, with reduced water absorption and high abrasion resistance type CG 2 W A, gray color, in 2 mm thickness joints. Includes: Cleaning and checking of support surface. Staking out of finish levels. Staking out of piece arrangement and movement joints. Adhesive application. Placement of crosses. Placement of pieces with mortar trowel. Formation of partition, perimeter and structural joints. Grouting. Removal and cleaning of surplus material. Final cleaning of pavement. Includes placement of pavement in ramp and stair areas (treads and risers). Project measurement criterion: Useful area, measured according to graphic documentation of Project. The measurement has not been increased for breakage and cutting, as a 5% surplus of pieces has been considered in the breakdown. Work measurement criterion: The surface actually executed according to Project specifications will be measured. Units Sup Width Height Partial Subtotal Walkable flat roof on ground floor. Northeast façade 1 323,500 323,500 Staircase area on southeast façade (includes demolition of flooring on treads and risers) coefficient x2 2 14,900 29,800 Staircase area on northwest façade (includes demolition of flooring on treads and risers) coefficient x2 2 9,900 19,800 Staircase area NORTH (includes demolition of flooring on treads and risers) coefficient x2 2 29,900 59,800 Staircase area next to bathrooms (includes demolition of flooring on treads and risers) coefficient x2 2 12,200 24,400 Ramp area next to bathrooms, coefficient x1.2 1,2 205,900 247,080 Bathroom area (under roof) 1 19,400 19,400

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 29 Staircase areas next to pool, coefficient x2 2 4,400 8,800 2 31,500 63,000 2 6,700 13,400 Catwalk over pool 1 113,300 113,300 Ramp next to pool, coefficient x1.2 1,2 31,950 38,340 1,2 2,700 3,240 963,860 963,860 Total m² …: 963,860 69,42 66.911,16 Total subsection 1.3.2.- Paving in Common Areas: 84.222,09 1.3.3.- Curb Wall in Common Areas 1.3.3.1 M Removal with manual means and oxy-cutting equipment, of metal railing in straight form, 50 cm height, located on wall next to sidewalk and fixed by securing in masonry work, without damaging the structural elements to which it is attached and recovery, storage and assembly of material in the same location, and manual loading onto truck or container. Economic valuation criterion: The price includes disassembly of accessories and fastening elements. Includes: Removal of element. Classification and labeling. Storage of materials to reuse. Repositioning of element. Removal and storage of construction waste. Cleaning of construction waste. Manual loading of construction waste onto truck or container. Project measurement criterion: Length measured according to graphic documentation of Project. Work measurement criterion: The length actually disassembled according to Project specifications will be measured. Units Length Width Height Partial Subtotal Railings 1 4,200 4,200 4,200 4,200 Total m …: 4,200 12,03 50,53 1.3.3.2 M³ Demolition of ceramic brick masonry pilaster, with manual means, and manual loading onto truck or container. Includes: Demolition of element. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction waste. Manual loading of debris onto truck or container. Project measurement criterion: Volume measured according to graphic documentation of Project. Work measurement criterion: The volume actually demolished according to Project specifications will be measured. Units Length Width Height Partial Subtotal

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Partial budget no. 1 Giralda No. Unit Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 30 Pilasters 3 0,400 0,400 1,500 0,720 0,720 0,720 Total m³ …: 0,720 201,21 144,87 1.3.3.3 M³ Demolition of perforated ceramic brick masonry wall, faced, with pneumatic hammer, and manual loading onto truck or container. Economic valuation criterion: The price includes demolition of facing. Includes: Demolition of masonry wall and its facings. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction waste. Manual loading of debris onto truck or container. Project measurement criterion: Volume measured according to graphic documentation of Project. Work measurement criterion: The volume actually demolished according to Project specifications will be measured. Units Length Width Height Partial Subtotal Wall next to sidewalk 1 4,200 0,150 1,000 0,630 0,630 0,630 Total m³ …: 0,630 90,41 56,96 1.3.3.4 M² Demolition of concrete slab or pavement of up to 15 cm thickness, with pneumatic hammer, and manual loading onto truck or container. Economic valuation criterion: The price does not include demolition of the support base. Includes: Demolition of element. Fragmentation of debris into manageable pieces. Removal and storage of debris. Cleaning of construction waste. Manual loading of debris onto truck or container. Project measurement criterion: Surface measured according to graphic documentation of Project. Work measurement criterion: The surface actually demolished according to Project specifications will be measured. Units Length Width Height Partial Subtotal Sidewalk 1 4,200 0,500 2,100 2,100 2,100 Total m² …: 2,100 9,33 19,59