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Partial budget nº 1 Giralda Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 31 1.3.3.5 Ud Chemical structural anchoring performed on concrete with a minimum characteristic compressive strength of 20 N/mm², by means of a 14 mm diameter and 270 mm deep drilling, filling the hole with epoxy resin injection, free of styrene, and subsequent insertion of a corrugated steel bar UNE-EN 10080 B 500 S, 10 mm in diameter and 500 mm in length. Includes: Replanteo of the anchor position. Execution of the drilling. Cleaning of the resulting dust. Preparation of the cartridge. Injection of the resin. Insertion of the fixing element. Cleaning of the remaining residue. Project measurement criterion: Number of units planned, according to Project graphic documentation. Work measurement criterion: The number of units actually executed will be measured according to Project specifications. Uds. Long Wide High Partial Subtotal Anchors every 30 cm 14 14,000 14,000 14,000 Total Ud …: 14,000 7,71 107,94 1.3.3.6 M Brick pillar 1 1/2 feet x 1 1/2 feet, of perforated ceramic brick, for coating, 24x12x7 cm, 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. Includes: Cleaning and preparation of the support surface. Replanteo of the pillar axes and marking of the perimeter. Placement and alignment of reference miras. Tensioning of strings between miras. Placement of fixed plumbs on the edges. Preparation of the mortar. Placement of the pieces by layers at level. Project measurement criterion: Length measured to axes, according to Project graphic documentation. Work measurement criterion: The length actually executed will be measured, to axes, according to Project specifications. Uds. Long Wide High Partial Subtotal Pillars 3 1,500 4,500 4,500 4,500 Total m …: 4,500 121,99 548,96

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Partial budget nº 1 Giralda Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 32 1.3.3.7 M² Load-bearing wall of 12 cm thickness of perforated ceramic brick factory, for coating, 24x12x7 cm, compression resistance 10 N/mm², with 10 mm thick horizontal and vertical joints, received with cement mortar made on site, with 300 kg/m³ of cement, gray color, 1:5 dosage, supplied in bags. Economic valuation criterion: The price does not include the horizontal zunchos or the formation of the lintels of the facade holes. Includes: Cleaning and preparation of the support surface. Replanteo, floor by floor. Placement and alignment of reference miras. Tensioning of strings between miras. Placement of fixed plumbs on the edges. Preparation of the mortar. Placement of the pieces by layers at level. Project measurement criterion: Surface measured according to Project graphic documentation, without duplicating corners or encounters, deducting holes with a surface area greater than 2 m². Work measurement criterion: The surface actually executed will be measured according to Project specifications, without duplicating corners or encounters, deducting holes with a surface area greater than 2 m². Uds. Long Wide High Partial Subtotal Wall on sidewalk 1 4,200 1,000 4,200 4,200 4,200 Total m² …: 4,200 45,61 191,56

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Partial budget nº 1 Giralda Nº Ud Description Measurement Price Amount ANNEX 3.3. ESTIMACIÓN ECONÓMICA Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 33 1.3.3.8 M² Walkable flat roof, not ventilated, with fixed flooring, slope from 1% to 5%, for public pedestrian traffic. FORMATION OF SLOPES: by means of limatesas, limahoyas and joints with double hollow ceramic brick masters and a layer of lightweight concrete, with a compressive strength of 2.0 MPa and 690 kg/m³ density, made on site with expanded clay and gray cement, with an average thickness of 20 cm; with a regularization layer of industrial cement mortar, M-5 of 2 cm thickness, fratasado finish; WATERPROOFING: bicapa type, adhered, composed of a modified bitumen sheet with SBS elastomer, LBM(SBS)-40-FP, Morterplas SBS FP 4 KG “SOPREMA”, after priming with anionic asphalt emulsion without charges type EA Emufal Primer, “SOPREMA”, and a modified bitumen sheet with SBS elastomer, LBM(SBS)-40-FP, Morterplas SBS FP 4 KG “SOPREMA” adhered to the previous one with a blowtorch, without coinciding their joints; SEPARATION LAYER ON WATERPROOFING: non-woven geotextile composed of polyester fibers joined by needling, (200 g/m²); PROTECTION LAYER: pavement of matte porcelain stoneware tiles, 40x40 cm, placed in a thin layer with improved cementitious adhesive, class 3 according to CTE DB SUA, gray color, on a regularization layer of industrial cement mortar, M-5, 4 cm thick, jointed with improved cementitious joint mortar, with reduced water absorption and high resistance to abrasion type CG 2 W A, white color, for joints from 2 to 15 mm. Including PVC crucets. (PVP considered for tile 17 euros + VAT) Economic valuation criterion: The price does not include the execution and sealing of the joints or the execution of finishes at the encounters with facades 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 masters. Filling of joints with expanded polystyrene. Pouring and leveling of lightweight concrete until reaching the level of the masters’ crowning. Pouring, spreading and leveling of the regularization mortar. Cleaning and preparation of the surface. Application of the asphalt emulsion. Placement of the waterproofing. Placement of the separation layer under insulation. Review of the base surface where the insulation fixation is carried out in accordance with the requirements of the technique to be used. Cutting, adjustment and placement of the insulation. Placement of the separation layer under protection. Pouring, spreading and leveling of the grip or leveling material. Replanteo of the pavement joints. Replanteo of the pavement and jointing of joints and singular points. Placement of the tiles with open joint. Sealing of pavement and perimeter joints. Jointing of the pavement. Project measurement criterion: Surface measured in horizontal projection, according to Project graphic documentation, from the inner faces of the perimeter parapets that limit it. Work measurement criterion: The surface actually executed will be measured, in horizontal projection, according to Project specifications, from the inner faces of the perimeter parapets that limit it. Uds. Long Wide High Partial Subtotal Sidewalk 1 4,200 0,500 2,100 2,100 2,100 Total m² …: 2,100 136,64 286,94

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Partial budget nº 1 Giralda Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 34 1.3.3.9 M Encounter of walkable flat roof, not ventilated, with fixed flooring, with vertical facade; by means of a perimeter setback of more than 5 cm with respect to the vertical facade and more than 20 cm high on the roof protection, filled with M-2.5 industrial cement mortar, placed on the waterproofing welded to the support and formed by: reinforcement strip 33 cm wide, made from a modified bitumen sheet with SBS elastomer, LBM(SBS)-40-FP, Morterplas SBS FP 4 KG “SOPREMA”, with a polyester felt reinforcement and stabilized 160 g/m², of unprotected surface, fully adhered to the support with a blowtorch, after priming with anionic asphalt emulsion without charges type EA Emufal Primer, “SOPREMA”. Finishing with a 50 cm development termination strip with a modified bitumen sheet with SBS elastomer, LBM(SBS)-40-FP, Morterplas SBS FP 4 KG “SOPREMA”, with a polyester felt reinforcement and stabilized 160 g/m², of unprotected surface, finished with a 9 cm matte or natural porcelain stoneware skirting, placed with an open joint (separation between 3 and 15 mm), in a thin layer with improved cementitious adhesive, C2 without any additional characteristics, gray color and jointed with improved cementitious joint mortar, with reduced water absorption and high resistance to abrasion type CG 2 W A, white color, for joints from 2 to 15 mm. Includes: Execution of the perimeter setback. Cleaning and preparation of the surface. Application of the asphalt emulsion. Placement of the reinforcement strip. Placement of the termination strip. Replanteo of the skirting pieces. Cutting of the pieces and formation of joints in corners and corners. Placement of the skirting. Jointing with joint mortar. Project measurement criterion: Length measured in horizontal projection, according to Project graphic documentation. Work measurement criterion: The length actually executed will be measured, in horizontal projection, according to Project specifications. Uds. Long Wide High Partial Subtotal Sidewalk 1 4,200 4,200 4,200 4,200 Total m …: 4,200 32,08 134,74 1.3.3.10 M Expansion joint of 10 mm width and 100 mm depth, in continuous concrete pavement, with a high-density polyethylene foam sheet at the encounter of the pavement with the facades that delimit its perimeter and with all those constructive elements integrated into its surface, such as pillars, sumps, inspection wells and walls. Includes: Replanteo of the joints. Cutting of the sheets. Placement of the polyethylene foam sheet. Project measurement criterion: Length measured according to Project graphic documentation. Work measurement criterion: The length actually executed will be measured according to Project specifications.

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Partial budget nº 1 Giralda Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 35 4,200 4,200 Total m …: 4,200 1,76 7,39 1.3.3.11 M² Concrete slab with 10 cm thick electrowelded mesh, made with HA-25/F/20/XC2 concrete manufactured in a central plant, with lower electrowelded mesh, ME 15x15 Ø 5-5 B 500 T 6x2.20 UNE-EN 10080, manually extended and vibrated with a vibrating rule, without surface treatment; with 5 mm thick shrinkage joints, by cutting with a diamond disk. Including a 3 cm thick expanded polystyrene panel, for the execution of expansion joints. Economic valuation criterion: The price does not include the base of the slab. Includes: Preparation of the concrete support surface. Replanteo of the construction and expansion joints. Leveling by means of touches, concrete masters or rules. Wetting of the base surface. Formation of construction joints and perimeter expansion joints. Placement of the electrowelded mesh with approved separators. Connection, anchoring and embedding of the projected installation networks. Pouring, extending and vibrating of the concrete. Curing of the concrete. Replanteo of the shrinkage joints. Cutting of the concrete. Final cleaning of the shrinkage joints. Project measurement criterion: Surface measured according to Project graphic documentation. Work measurement criterion: The surface actually executed will be measured according to Project specifications, without deducting the surface occupied by the pillars located within its perimeter. Uds. Long Wide High Partial Subtotal Slab on sidewalk 1 4,200 0,500 2,100 2,100 2,100 Total m² …: 2,100 24,71 51,89 1.3.3.12 M Sealing of expansion joint of 15 mm width, in exterior vertical and horizontal facade, with a single-component polyurethane-based sealant, on a sealing joint background in expanded polyethylene cords, 20 mm in diameter; 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 background. Application of the sealant. Project measurement criterion: Length measured according to Project graphic documentation. Work measurement criterion: The length actually executed will be measured according to Project specifications. Uds. Long Wide High Partial Subtotal Sidewalk 1 4,200 4,200 4,200 4,200 Total m …: 4,200 7,58 31,84

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Partial budget nº 1 Giralda Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 36 1.3.3.13 M² Formation of continuous mortar coating, type GP CSIII W1, masterered, 15 mm thick, applied on an exterior vertical facade, with a fratasado surface finish, with the placement of an anti-alkaline fiberglass mesh in the center of the mortar thickness, to arm and reinforce it. Including the placement of anti-alkaline fiberglass mesh for reinforcement of encounters between different materials and on the fronts of the slab, in 20% of the facade surface, formation of joints, corners, masters with a separation between them not exceeding one meter, edges, jambs, lintels, finishes at the encounters with facades, coatings or other elements received on its surface. Includes: Placement of the mesh between different materials and on the fronts of the slab. Cutting of work panels. Placement of rules and tensioning of sheets. Placement of tientos. Execution of masters. Application of the mortar. Execution of joints and encounters. Surface finish. Curing of the mortar. Project measurement criterion: Surface measured according to Project graphic documentation, without deducting holes less than 4 m² and deducting, in holes with a surface area greater than 4 m², the excess over 4 m². Work measurement criterion: The surface actually executed will be measured according to Project specifications, deducting, in holes with a surface area greater than 4 m², the excess over 4 m². Uds. Long Wide High Partial Subtotal Wall on sidewalk (2 faces) 2 4,200 1,250 10,500 Upper face of wall 1 4,200 0,200 0,840 Upper face of pillar 3 0,400 0,400 0,480 11,820 11,820 Total m² …: 11,820 32,67 386,16 1.3.3.14 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 next diluted with 5 to 10% water or undiluted, (yield: 0.1 l/m² each coat); prior application of a coat of acrylic primer, absorption regulator, on exterior cement mortar facade. Economic valuation criterion: The price includes the protection of the surrounding elements that may be affected during the work and the resolution of singular points. Includes: Preparation, cleaning and prior sanding of the support. Preparation of the mixture. Application of a background coat. Application of two finish coats. Project measurement criterion: Surface measured according to Project graphic documentation, with the same criterion as the base support. Work measurement criterion: The surface actually executed will be measured according to Project specifications, with the same criterion as the base support. Uds. Long Wide High Partial Subtotal Wall on sidewalk (2 faces) 2 4,200 1,250 10,500 Upper face of wall 1 4,200 0,200 0,840 Upper face of pillar 3 0,400 0,400 0,480

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Partial budget nº 1 Giralda Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 37 11,820 11,820 Total m² …: 11,820 11,46 135,46 Total subchapter 1.3.3.- Wall Sidewalk in Common Areas: 2,154.83 Total subchapter 1.3.- Common Areas Giralda: 111,108.64 1.4.- Giralda- Safety and health and waste management of demolition and construction 1.4.1 Ud Set of individual and collective protection systems, necessary for compliance with current regulations on Occupational Safety and Health. Including maintenance in safe conditions throughout the required period of time, repair or replacement and transportation to the storage or removal place. Includes: Nothing. Project measurement criterion: Number of units planned, according to Safety and Health Study or Basic Safety and Health Study. Work measurement criterion: The number of units actually placed will be measured according to Safety and Health Study or Basic Safety and Health Study specifications. Uds. Long Wide High Partial Subtotal Approx. 1.5%-2% of PEM 1 1,000 1,000 1,000 Total Ud …: 1,000 5,713.03 5,713.03 1.4.2 Ud Transportation of unclassified mixture of inert waste generated in construction and/or demolition works, with a 7 m³ container, to a specific landfill, external construction and demolition waste treatment plant or waste recovery or disposal center. Including delivery, rental and pickup service on the work site of the container. Economic valuation criterion: The price includes the dumping fee for waste delivery. Includes: Loading the container onto the truck. Transportation of construction waste to a specific landfill, external construction and demolition waste treatment plant or waste recovery or disposal center. Project measurement criterion: Number of units planned, according to Project graphic documentation. Work measurement criterion: The number of units actually transported will be measured according to Project specifications. Uds. Long Wide High Partial Subtotal Estimation 3.5-4% of PEM approx. 1 1,000 1,000 1,000 Total Ud …: 1,000 13,330.41 13,330.41

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Partial budget nº 1 Giralda Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 38 Total subchapter 1.4.- Giralda- Safety and health and waste management of demolition and construction: 19,043.44 Total partial budget nº 1 Giralda : 399,912.55

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Partial budget nº 2 Triana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 39 2.1.- Triana- Previous Actions / Auxiliary Means 2.1.1 Ud Transportation to the work site and removal of an articulated arm aerial lift, diesel engine, with a maximum working height of 21 m. Includes: Nothing. Project measurement criterion: Number of units planned, according to Project graphic documentation. Work measurement criterion: The number of units actually executed will be measured according to Project specifications. Uds. Long Wide High Partial Subtotal 1 1,000 1,000 1,000 Total Ud …: 1,000 137,37 137,37 2.1.2 Ud Daily rental of an articulated arm aerial lift, diesel engine, with a maximum working height of 21 m. Economic valuation criterion: The price includes maintenance and civil liability insurance. Includes: Periodic review to guarantee its stability and safety conditions. Project measurement criterion: Number of units planned, according to Project graphic documentation. Work measurement criterion: Amortization in the form of daily rental, according to the conditions defined in the contract signed with the supplying company. Uds. Long Wide High Partial Subtotal 5 months approx 150 150,000 150,000 150,000 Total Ud …: 150,000 185,35 27,802,50 2.1.3 Ud Transportation and removal of a normal standardized tubular scaffold, up to 20 m maximum working height, formed by a galvanized steel tubular structure, with less than 50% of duplicated vertical elements and 60 cm wide work platforms; for the execution of a 2210 m² facade. Includes: Nothing. Project measurement criterion: Number of units planned, according to Project graphic documentation. Work measurement criterion: The number of units actually executed will be measured according to Project specifications. Uds. Long Wide High Partial Subtotal 1 1,000 1,000 1,000 Total Ud …: 1,000 4,968,71 4,968,71

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Partial budget nº 2 Triana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 40 2.1.4 Ud Rental, for 150 natural days, of a normal standardized tubular scaffold, up to 20 m maximum working height, formed by a galvanized steel tubular structure, 48.3 mm in diameter and 3.2 mm in thickness, with less than 50% of duplicated vertical elements, composed of 60 cm wide work platforms, arranged every 2 m in height, interior ladder with hatch, rear railing with two bars and kick plate, and front railing with one bar; for the execution of a 2210 m² facade, considering the facade surface as the result of the product of the projection on the floor of the most prominent perimeter of the facade by the maximum working height of the scaffold. Including flexible mesh, monofilament type, 100% polyethylene, and monthly review of the scaffold by the installing company, according to R.D. 2177/2004, to guarantee its stability and safety conditions. Includes: Periodic review to guarantee its stability and safety conditions. Project measurement criterion: Number of units planned, according to Project graphic documentation. Work measurement criterion: Amortization in the form of daily rental, according to the conditions defined in the contract signed with the supplying company, considering a minimum of 250 m² of facade and 15 natural days. Uds. Long Wide High Partial Subtotal 5 months 1 1,000 1,000 1,000 Total Ud …: 1,000 38,067,54 38,067,54 Total subchapter 2.1.- Triana- Previous Actions / Auxiliary Means: 70,976,12 2.2.- TR-Envelope 2.2.1 M² Manual application of two coats of plastic paint, color white, matte finish, smooth texture, the 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); prior application of a coat of acrylic primer, absorption regulator, on exterior cement mortar facade. Economic valuation criterion: The price includes the protection of the surrounding elements that may be affected during the work and the resolution of singular points. Includes: Preparation, cleaning and prior sanding of the support. Preparation of the mixture. Application of a background coat. Application of two finish coats. Project measurement criterion: Surface measured according to Project graphic documentation, with the same criterion as the base support. Work measurement criterion: The surface actually executed will be measured according to Project specifications, with the same criterion as the base support. FACHADA NE Uds. Sup Wide Long Partial Subtotal GROUND FLOOR Zone with ramps (pillars and vertical parts of ramps) 2,5 28,700 71,750 Zone between ramps (pillars, planters, railings, parapets) 5 99,350 496,750

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Partial budget nº 2 Triana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 41 FIRST FLOOR Canto of slab and gutter 1 0,450 95,000 42,750 Parapet of 1 meter (including planters) 2 1,100 102,300 225,060 Parapet and partitions between homes 2.60 m high 2 2,600 48,000 249,600 Circular pillars 2.60 m high 20 2,600 1,250 65,000 Square pillars 2.60 m high 1 2,600 10,600 27,560 Curved molding over windows 5 0,200 1,000 1,000 SECOND FLOOR Canto of slab and gutter 1 0,450 95,600 43,020 Parapet of 1 meter (including planters) 2 1,100 103,500 227,700 Parapet and partitions between homes 2.60 m high 2 2,600 42,100 218,920 Circular pillars 2.60 m high 20 2,600 1,250 65,000 Square pillars 2.60 m high 1 2,600 10,600 27,560 Curved molding over windows 5 0,200 1,500 1,500 THIRD FLOOR Canto of slab and gutter 1 0,450 98,000 44,100 Parapet of 1 meter (including planters) 2 1,100 103,500 227,700 Parapet and partitions between homes 2.60 m high 2 2,600 32,150 167,180 Square pillars 2.60 m high 1 2,600 10,000 26,000 Curved molding over windows 5 0,200 2,500 2,500 FOURTH FLOOR Canto of slab and gutter 1 0,450 98,600 44,370 Parapet of 1 meter (including planters) 2 1,100 101,400 223,080 Parapet and partitions between homes 2.60 m high 2 2,600 25,100 130,520 Square pillars 2.60 m high 1 2,600 10,300 26,780 Curved molding over windows 5 0,200 3,300 3,300 FIFTH FLOOR Central overhang 1 1,150 59,000 67,850 Corner overhang 2 0,500 12,500 12,500 Semicircles in corners 2 1,700 3,400 Large shunt 5 2,600 5,000 65,000 Small shunt 20 1,000 2,400 48,000 Terrace on P5 (including painting of planter) 8 14,000 2,000 224,000 Terrace on P5 corner (including painting of planters) 2 17,000 2,000 68,000 3,147,450 3,147,450 FACHADA SO Uds. Sup Wide Long Partial Subtotal FIRST FLOOR Terraces between portals (including perimeter wall, partition between homes, ventilation shunt) 4 76,500 306,000 Terrace on corner 2 44,000 88,000 SECOND TO FIFTH FLOORS Terraces between stair modules (including gutter, slab edge, perimeter parapet and partitions between homes) 16 71,750 1,148,000 Terrace on corner (including gutter, slab edge, perimeter parapet and partitions between homes) 8 43,000 344,000 ROOF Central overhang (including gutter) 4 1,150 11,500 52,900 Corner overhang (including gutter) 2 1,150 6,150 14,145 Hastials on roof over stair modules 10 6,300 63,000 Small shunt 13 1,200 2,400 37,440 Terrace on P6 (including painting of planter) 10 2,000 13,500 270,000 2,323,485 2,323,485 FACHADA SE Uds. Sup Wide Long Partial Subtotal Window circular edge 4 0,650 2,600 Central volume 1 42,000 42,000 Overhang 1 0,500 15,000 7,500 52,100 52,100 FACHADA NO Uds. Sup Wide Long Partial Subtotal Window circular edge 4 0,650 2,600 Central volume 1 42,000 42,000 Overhang 1 0,500 15,000 7,500 52,100 52,100 5,575,135 5,575,135 Total m² …: 5,575,135 11,56 64,448,56

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Partial budget nº 2 Triana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 42 2.2.2 M² Manual application of two coats of plastic paint, color to be chosen, matte finish, smooth texture, the first coat diluted with 15 to 20% water and the next diluted with 5 to 10% water or undiluted, (yield: 0.1 l/m² each coat); prior application of a coat of acrylic primer, absorption regulator, on exterior cement mortar facade. Economic valuation criterion: The price includes the protection of the surrounding elements that may be affected during the work and the resolution of singular points. Includes: Preparation, cleaning and prior sanding of the support. Preparation of the mixture. Application of a background coat. Application of two finish coats. Painting of ventilation shunt on first floor. Project measurement criterion: Surface measured according to Project graphic documentation, with the same criterion as the base support. Work measurement criterion: The surface actually executed will be measured according to Project specifications, with the same criterion as the base support. FACHADA NE Uds. Long Sup High Partial Subtotal CLOSURE PB (ramp area) 1 50,300 3,800 191,140 CLOSURE PB (area between ramps and corners) 1 67,800 2,600 176,280 CLOSURE vertical P1-P4 4 85,750 2,600 891,800 ROOF PB (including gutter and moldings and pillar capitals) 1 286,000 286,000 ROOF P1 (including gutter and moldings and pillar capitals) 1 247,000 247,000 ROOF P2 (including gutter and moldings and pillar capitals) 1 204,000 204,000 ROOF P3 (including gutter and moldings and pillar capitals) 1 195,000 195,000 ROOF P4 (including gutter and moldings and pillar capitals) 1 114,000 114,000 Space next to semicircle in P4 corner 2 3,700 7,400 Canto of overhang in P5 2 2,600 0,500 2,600 8 4,500 0,500 18,000 Coronation large shunt 5 5,000 1,500 37,500 Coronation small shunt 20 2,400 1,000 48,000 2,418,720 2,418,720 FACHADA SO Uds. Long Sup High Partial Subtotal CLOSURE P1-P5 5 78,000 2,600 1,014,000 ROOF P1-P4 (including gutter) 16 17,000 272,000 ROOF P1-P4 (including gutter) corners 8 16,000 128,000 ROOF P5 (horizontal part of overhang) 1 98,000 98,000 Coronation small shunt 20 2,400 1,000 48,000 Canto of overhang in P6 10 3,600 0,500 18,000 1,578,000 1,578,000 FACHADA SE Uds. Sup Wide High Partial Subtotal CLOSURE vertical 1 210,000 210,000 Canto of central overhang P4 1 4,200 0,500 2,100 212,100 212,100 FACHADA NO Uds. Long Wide High Partial Subtotal CLOSURE vertical 1 210,000 210,000 Canto of central overhang P4 1 4,200 0,500 2,100 212,100 212,100 4,420,920 4,420,920 Total m² …: 4,420,920 11,56 51,105,84

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Partial budget nº 2 Triana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 43 2.2.3 M² Manual application of two coats of synthetic enamel of rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² each coat); prior application of a coat of synthetic antioxidant primer of rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior metal railing with vertical and horizontal bar spacing, of steel. Includes: Preparation and cleaning of the support surface. Application of a primer coat. Application of two finish coats. Painting of both faces and anchor plates to the ground. Project measurement criterion: Surface of the enclosing polygon, measured according to Project graphic documentation, by one face, without discounting holes. Work measurement criterion: The surface of the enclosing polygon of the actually executed units will be measured according to Project specifications, by one face. FACHADA NE Uds. Long Wide High Partial Subtotal GROUND FLOOR RAILINGS (1 face measurement) 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 2.2.4 Ud Manual application of two coats of synthetic enamel of rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² each coat); prior application of a coat of synthetic antioxidant primer of rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior metal access carpentry to terraces on the ground floor of 70x100cm, with vertical and horizontal bar spacing, of steel. Includes: Preparation and cleaning of the support surface. Application of a primer coat. Application of two finish coats. Painting of both faces. Project measurement criterion: Units. Work measurement criterion: Units. FACHADA NE Uds. Long Wide High 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 2 Triana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 44 2.2.5 M² Manual application of two coats of synthetic enamel of rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² each coat); prior application of a coat of synthetic antioxidant primer of rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior metal railing with vertical and horizontal bar spacing, of steel. Includes: Preparation and cleaning of the support surface. Application of a primer coat. Application of two finish coats. Project measurement criterion: Surface of the enclosing polygon, measured according to Project graphic documentation, by one face, without discounting holes. Work measurement criterion: The surface of the enclosing polygon of the actually executed units will be measured according to Project specifications, by one face. FACHADA NE Uds. Long Wide High Partial Subtotal P1 (curves) 10 3,800 0,300 11,400 (rectas) 1 28,100 0,300 8,430 P2 (curves) 10 3,050 0,450 13,725 (rectas) 1 22,700 0,450 10,215 P3 (curves) 10 2,300 0,600 13,800 (rectas) 1 20,900 0,600 12,540 P4 (curves) 10 1,550 0,750 11,625 (rectas) 1 20,800 0,750 15,600 97,335 97,335 FACHADA SO Uds. Long Wide High Partial Subtotal P2-P5 (rectas) 32 1,300 0,750 31,200 8 1,950 0,750 11,700 42,900 42,900 FACHADA SE Uds. Long Wide High Partial Subtotal P2 (curves) 1 2,800 0,450 1,260 P3 (recta) 1 1,800 0,600 1,080 P4 (recta) 1 1,500 0,750 1,125 P5 (recta) 1 1,300 0,900 1,170 4,635 4,635 FACHADA NO Uds. Long Wide High Partial Subtotal P1 (curva) 1 2,950 0,450 1,328 1 2,200 0,450 0,990 P2 (curva) 1 2,800 0,600 1,680 P3 (recta) 1 1,800 0,600 1,080 P4 (recta) 1 1,500 0,750 1,125 1 1,300 0,300 0,390 P5 (recta) 1 1,300 0,900 1,170 7,763 7,763 152,633 152,633 Total m² …: 152,633 23,18 3,538,03

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Partial budget nº 2 Triana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 45 2.2.6 M² Manual application of two coats of synthetic enamel of rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² each coat); prior application of a coat of synthetic antioxidant primer of rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on metal beams and pillars formed by simple laminated steel profiles. Includes: Preparation and cleaning of the support surface. Application of a primer coat. Application of two finish coats. Project measurement criterion: Surface measured according to Project graphic documentation. Work measurement criterion: The surface actually executed will be measured according to Project specifications. FACHADA NE Uds. Sup Wide High 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 Pyramidal metal structure 2 8,000 16,000 162,000 162,000 FACHADA SO Uds. Sup Wide High Partial Subtotal Pergola structure on sixth floor of 11 m² surface in horizontal projection 10 11,000 110,000 110,000 110,000 FACHADA SE Uds. Sup Wide High 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 FACHADA NO Uds. Sup Wide High 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 2.2.7 Ud Manual application of two coats of synthetic enamel of rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² each coat); prior application of a coat of synthetic antioxidant primer of rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on a fence of 3 panels of 60x125cm with a metal mesh spacing, of steel. Includes: Preparation and cleaning of the support surface. Application of a primer coat. Application of two finish coats. Painting of both faces. Project measurement criterion: Units. Work measurement criterion: Units. FACHADA SO Uds. Long Wide High Partial Subtotal Fence of 3 panels of 60x125cm P1 5 5,000 P2 10 10,000 P3 10 10,000 P4 10 10,000 P5 10 10,000 45,000 45,000 Total Ud …: 45,000 86,72 3,902,40

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Partial budget nº 2 Triana Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 46 2.2.8 M² Manual application of two coats of synthetic enamel of rapid drying, based on alkyd resins, color to be chosen, glossy finish, (yield: 0.077 l/m² each coat); prior application of a coat of synthetic antioxidant primer of rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on a ventilation grille, of steel. Includes: Preparation and cleaning of the support surface. Application of a primer coat. Application of two finish coats. Painting of both faces. Project measurement criterion: Surface of the enclosing polygon, measured according to Project graphic documentation, by one face, without discounting holes. Work measurement criterion: The surface of the enclosing polygon of the actually executed units will be measured according to Project specifications, by one face. FACHADA NE Uds. Long Wide High Partial Subtotal Ventilation grille under access ramp 2 2,050 0,400 1,640 1 1,050 0,400 0,420 2,060 2,060 Total m² …: 2,060 19,27 39,70