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Building Rehabilitation - Works 1/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com Budget No. 146-2025 For: CP SEÑORIO DE ALOHA Date: 30 December 2025.- TRUST IS OUR TRADEMARK Work: Rehabilitation of common areas in the ” CP Señorío de Aloha ” Marbella- Málaga. Budget subject to measurements from the technical report of the Project Manager. Work to be carried out: Chapter 1 – Giralda- Actions first floor- access block level- landscaped area: CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.1.1 UD Giralda- Actions first floor- access block level- landscaped area: Disconnection of the underground supply of the electrical installation of the building, with cut-off of electrical power, following previous cancellation and neutralization by the utility company, without affecting the stability of the structural elements to which it may be connected. Including cleaning, stockpiling, removal and manual loading of debris onto truck or container. Includes: Disconnection of the supply. Removal of debris. Loading of debris onto truck or container. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 1,00 UD 1.500,00 €/ UD 1.500,00 € 1.1.2 Disconnection of the water supply/irrigation network supply of the building, with cut-off of flow by means of a shut-off valve, following previous cancellation and neutralization by the utility company, without affecting the stability of the structural elements to which it may be connected. Including cleaning, stockpiling, removal and manual loading of debris onto truck or container. Includes: Disconnection of the supply. Installation of plugs. Removal of debris. Loading of debris onto truck or container. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 1,00 UD 1.500,00 €/ UD 1.500,00€

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Building Rehabilitation - Works 2/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.1.3 Work necessary for the removal of tree over 300 cm in height and over 200 cm in crown diameter, using manual and mechanical means. Including felling of branches and trunk of approximately 20 cm in diameter (measured at a height of 1 m above ground), removal of stump with subsequent filling of the stump hole with soil, collection and loading onto truck or container of debris generated. Includes: Protection and signaling of affected areas. Felling of branches until trunk is clean. Felling of trunk flush with stump. Stump removal. Collection of debris generated. Loading onto truck or container. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 6,00 UD 378,00 €/UD 2.268,00 € 1.1.4 Clearing of shrubs and weeds, inside and outside the building, with brush cutter. Including collection of debris generated and loading onto container.// Includes small trees and shrubs. Corresponds to the area without planted grass. Includes: Protection and signaling of affected areas. Removal of shrubs and weeds. Collection of debris generated. Loading onto container. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 109,00 M2 27,45 €/M2 2.992,05 € 1.1.5 Dismantling and assembly of street lamp with steel column, up to 4 m in height, with recovery of material for later placement at another location, with the execution process in reverse order of installation, and manual loading onto truck or container.// The price includes assembly in a similar position to the previous one, including execution of concrete pad. Economic valuation criterion: The price includes dismantling of accessories and fixing elements, includes demolition of foundation. Includes: Dismantling of the element. Classification and labeling. Stockpiling of materials to be reused. Manual loading of material to be reused onto truck. Removal and stockpiling of construction debris. Cleaning of construction debris. Manual loading of construction debris onto truck or container. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually dismantled shall be measured according to Project specifications. 5,00 UD 712,80 €/UD 3.564,00 € 1.1.6 Removal of curb on concrete base, using manual means and recovery of 80% of material for later reuse, without damaging adjacent structural elements, and manual loading onto truck or container. Economic valuation criterion: The price includes picking off the adhesive material attached to its surface and to the substrate. Includes: Removal of the element. Classification and labeling. Cleaning of the reverse of the tiles. Stockpiling of materials to be reused. Manual loading of material to be reused onto truck. Removal and stockpiling of construction debris. Cleaning of construction debris. Manual loading of debris onto truck or container. Project measurement criterion: Length measured according to Project graphic documentation. Site measurement criterion: The length actually demolished shall be measured according to Project specifications. 70,00 ML 15,81 €/ML 1.106,70 €

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Building Rehabilitation - Works 3/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.1.7 Complete demolition of flat walkable roof, non-ventilated, with ceramic paving; with pneumatic hammer, without affecting the stability of adjacent structural elements, and manual loading onto truck or container. Economic valuation criterion: The price includes demolition of all layers making up the roof, including the slope-forming layer and demolition of drains. Includes: Demolition of the element. Fragmentation of debris into manageable pieces. Removal and stockpiling of debris. Cleaning of construction debris. Manual loading of debris onto truck or container. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually demolished shall be measured according to Project specifications . 239,00 M2 112,05 €/M2 26.779,95 € 1.1.8 Complete demolition of flat non-walkable roof, with landscaping, with topsoil protection layer of 50 cm average thickness, with pneumatic hammer, without affecting the stability of adjacent structural elements, and manual loading onto truck or container. Economic valuation criterion: The price includes demolition of all layers making up the roof, including the slope-forming layer and demolition of drains. Includes: Demolition of the element. Fragmentation of debris into manageable pieces. Removal and stockpiling of debris. Cleaning of construction debris. Manual loading of debris onto truck or container. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually demolished shall be measured according to Project specifications. 299,00 M2 219,34 €/M2 65.582,66 € 1.1.9 Flat walkable roof, non-ventilated, with fixed flooring, slope of 1% to 5%, for public pedestrian traffic. SLOPE FORMATION: by edging of hip rafters, valley gutters and joints with double hollow ceramic brick courses and lightweight concrete layer, of compressive strength 2,0 MPa and 690 kg/m³ density, made on site with expanded clay and grey cement, with average thickness of 20 cm; with mortar regularization layer of industrial cement, M ‐ 5 of 2 cm thickness, smoothed finish; WATERPROOFING: bituminous layer type, adhered, composed of bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”, and bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA” adhered to the previous one with torch, without overlapping joints; SEPARATING LAYER OVER WATERPROOFING: non-woven geotextile composed of polyester fibers joined by needling, (200 g/m²); PROTECTION LAYER: porcelain stoneware tile paving, matt finish, 40x40 cm laid in thin layer with improved cement adhesive, class 3 according to CTE DB SUA, grey color, on a regularization layer of industrial cement mortar, 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. Including PVC crosses.// (RRP considered for tile 17euros+VAT) Economic valuation criterion: The price does not include execution and sealing of joints nor execution of trim at intersections with walls and drains.

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Building Rehabilitation - Works 4/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.1.9 Includes: Layout of singular points. Layout of slopes and tracing of hip rafters, valley gutters and joints. Slope formation by edging of hip rafters, valley gutters and joints with brick courses. Filling of joints with expanded polystyrene. Pouring and screeding of lightweight concrete until reaching the crown level of the courses. Pouring, spreading and screeding of regularization mortar. Cleaning and surface preparation. Application of bituminous emulsion. Placement of waterproofing. Placement of separating layer under insulation. Review of the base surface on which insulation fixing is carried out in accordance with technical requirements. Cutting, adjustment and placement of insulation. Placement of separating layer under protection. Pouring, spreading and screeding of adhesive or leveling material. Layout of pavement joints. Layout of paving and banding of joints and singular points. Laying of tiles with open joint. Sealing of pavement and perimeter joints. Grouting of pavement. Project measurement criterion: Area measured in horizontal projection, according to Project graphic documentation, from the inner faces of perimeter sills or parapets that define it. Site measurement criterion: The area actually executed shall be measured in horizontal projection according to Project specifications, from the inner faces of perimeter sills or parapets that define it. 239,00 M2 263,09 €/M2 62.878,51 € 1.1.10 Flat non-walkable roof, non-ventilated, with intensive landscaping, slope of 1% to 5%. SLOPE FORMATION: by edging of hip rafters, valley gutters and joints with double hollow ceramic brick courses and lightweight concrete layer, of compressive strength 0,4 MPa and 500 kg/m³ density, made on site with expanded clay and grey cement, with average thickness of 20 cm; with mortar regularization layer of industrial cement, M ‐ 5 of 2 cm thickness, smoothed finish; WATERPROOFING: bituminous layer type, adhered, composed of bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 30 ‐ FP, Morterplas SBS FM 3 KG “SOPREMA”, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”, and bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 50/G ‐ FP, Morterplas SBS Garden MIN “SOPREMA” adhered to the previous one with torch, without overlapping joints; SEPARATING LAYER UNDER PROTECTION: non-woven geotextile composed of polyester fibers joined by needling, (150 g/m²) and with protection layer of industrial cement mortar, M ‐ 5 of 2 cm thickness; DRAINAGE AND FILTERING LAYER: draining, filtering and water-retaining layer of nodular structure of high-impact polystyrene (HIPS), Drentex Impact Garden “SOPREMA”, with 12 mm high nodes, with polypropylene geotextil incorporated on both sides; PROTECTION LAYER: topsoil layer for planting of 50 cm thickness. Economic valuation criterion: The price does not include execution and sealing of joints nor execution of trim at intersections with walls and drains. Includes: Layout of singular points. Layout of slopes and tracing of hip rafters, valley gutters and joints. Slope formation by edging of hip rafters, valley gutters and joints with brick courses. Filling of joints with expanded polystyrene. Pouring and screeding of lightweight concrete until reaching the crown level of the courses. Pouring, spreading and screeding of regularization mortar layer.

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Building Rehabilitation - Works 5/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.1.10 Cleaning and surface preparation. Application of bituminous emulsion. Placement of waterproofing. Placement of separating layer under insulation. Review of the base surface on which insulation fixing is carried out in accordance with technical requirements. Cutting, adjustment and placement of insulation. Placement of separating layer under protection. Placement of drainage and filtering layer. Spreading of topsoil. Project measurement criterion: Area measured in horizontal projection, according to Project graphic documentation, from the inner faces of perimeter sills or parapets that define it. Site measurement criterion: The area actually executed shall be measured in horizontal projection according to Project specifications, from the inner faces of perimeter sills or parapets that define it . 299,00 M2 301,15€/M2 90.043,85€ 1.1.11 Expansion joint in flat walkable roof, non-ventilated, with fixed flooring. Waterproofing: two adhesion bands, of bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 30 ‐ FP, Morterplas SBS FP 3 KG Band 33 “SOPREMA”, of 33 cm width, nominal mass 3 kg/m², with reinforced and stabilized polyester felt reinforcement of 140 g/m², with thermofusible plastic film on both sides, fully adhered to the substrate with torch, on each side of the joint, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”; reinforcement band of 33 cm width, made from bitumen sheet modified with SBS elastomer, LBM(SBS)- 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface, forming a bellows without adhering in the joint area; filler cord for expansion joint, made of bituminous-based putty type BH ‐ II, of 25 mm diameter; and finishing band of 33 cm width, made from bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG”SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface welded to the continuous waterproofing of the roof, forming a bellows without adhering in the joint area, over the filler cord. Includes: Cleaning and surface preparation. Application of bituminous emulsion. Placement of adhesion bands. Placement of reinforcement band. Placement of filler cord inside the joint. Placement of finishing band. Project measurement criterion: Length measured in horizontal projection, according to Project graphic documentation. Site measurement criterion: The length actually executed shall be measured in horizontal projection according to Project specifications. 2,00 ML 44,80 €/ML 89,60 € 1.1.12 Sealing of expansion joint of 15 mm width, on vertical and horizontal exterior wall, with monocomponent polyurethane-based putty, on joint backing for sealing in expanded polyethylene cords of 20 mm diameter; finished by smoothing the material with spatula. Includes: Cleaning of substrate. Protection of surface adjacent to joint. Filling of joint backing. Application of putty. Project measurement criterion: Length measured according to Project graphic documentation. Site measurement criterion: The length actually executed shall be measured according to Project specifications. 5,35 ML 25,00 €/ML 133,75 €

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Building Rehabilitation - Works 6/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.1.13 Intersection of flat walkable roof, non-ventilated, with fixed flooring, with vertical wall; by execution of a perimeter setback of more than 5 cm with respect to the vertical wall and of more than 20 cm height over the roof protection, filled with industrial cement mortar, M ‐ 2,5 placed on the waterproofing welded in turn to the substrate and formed by: reinforcement band of 33 cm width, made from bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface, fully adhered to the substrate with torch, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”. Finish with finishing band of 50 cm width with bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface, finished without base trim. Includes: Execution of perimeter setback. Cleaning and surface preparation. Application of bituminous emulsion. Placement of reinforcement band. Placement of finishing band. Project measurement criterion: Length measured in horizontal projection, according to Project graphic documentation. Site measurement criterion: The length actually executed shall be measured in horizontal projection according to Project specifications. 193,00 ML 89,93 €/M L 17.356,49 € 1.1.14 Intersection of flat walkable roof, non-ventilated, with fixed flooring, with vertical wall; by execution of a perimeter setback of more than 5 cm with respect to the vertical wall and of more than 20 cm height over the roof protection, filled with industrial cement mortar, M ‐ 2,5 placed on the waterproofing welded in turn to the substrate and formed by: reinforcement band of 33 cm width, made from bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface, fully adhered to the substrate with torch, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”. Finish with finishing band of 100 cm width to overcome ground level difference with bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface. Includes: Execution of perimeter setback. Cleaning and surface preparation. Application of bituminous emulsion. Placement of reinforcement band. Placement of finishing band. Project measurement criterion: Length measured in horizontal projection, according to Project graphic documentation. Site measurement criterion: The length actually executed shall be measured in horizontal projection according to Project specifications. 126,00 ML 98,73 €/ ML 12.439,98 €

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Building Rehabilitation - Works 7/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.1.15 Intersection of flat walkable roof, non-ventilated, with fixed flooring, with vertical wall; by placement of galvanized steel sheet profile “SOPREMA”, thickness 0,5 mm, span 2000 mm, and 5 folds, for trim and protection of waterproofing formed by: reinforcement band of 33 cm width, made from bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface, fully adhered to the substrate with torch, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”. Finish with finishing band of 100 cm span to overcome ground level difference with bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 50/G ‐ FP, Morterplas SBS FPV 5 KG MIN “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with grey mineral self-protection. Including sealing cord applied between the metal profile and the wall. Includes: Cleaning and surface preparation. Application of bituminous emulsion. Placement of reinforcement band. Placement of finishing band. Layout of metal profile. Cutting of pieces and formation of recesses in corners and angles. Placement of metal profile. Application of sealing cord between profile and wall. Project measurement criterion: Length measured in horizontal projection, according to Project graphic documentation. Site measurement criterion: The length actually executed shall be measured in horizontal projection according to Project specifications. 70,00 ML 117,34 €/ML 8.213,80 € 1.1.16 Intersection of flat walkable roof, non-ventilated, with fixed flooring, with vertical drain outlet, by execution of a recess in the substrate around the drain, in which the waterproofing will be placed formed by: reinforcement piece of bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface, fully adhered to the substrate with torch, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”, and placement of siphonic vertical drain outlet of EPDM rubber, “SOPREMA”, of 100 mm diameter, with flat grate, fully adhered to the previous reinforcement piece with torch. Includes: Execution of recess in substrate around drain. Cleaning and surface preparation. Application of bituminous emulsion. Placement of reinforcement piece. Placement of drain. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 21,00 UD 113,25 €/UD 2.378,25 € 1.1.17 Wet drilling in concrete slab with compression layer and voussoir, of 132 mm diameter, to a maximum depth of <35cm, carried out with drilling machine with diamond crown, for the passage of installations. Includes: Layout of areas to be drilled. Drilling with diamond crown. Fragmentation of debris into manageable pieces. Removal and stockpiling of debris. Cleaning of construction debris. Manual loading of debris onto truck or container. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 10,00 UD 67,50 €/UD 675,00 €

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Building Rehabilitation - Works 8/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.1.18 Wall of 1 foot thickness of perforated ceramic brick masonry, to be finished, 24x12x7 cm, with horizontal and vertical joints of 10 mm thickness, received with cement mortar made on site, with 250 kg/m³ of cement, grey color, 1:6 mix, supplied in bags. Includes: Cleaning and preparation of support surface. Layout. Placement and plumbing of reference guides. Stretching of lines between guides. Placement of fixed plumb lines on edges. Mortar preparation. Placement of pieces by level courses. Project measurement criterion: Volume measured according to Project graphic documentation. Site measurement criterion: The volume actually executed shall be measured according to Project specifications. 19,14 M2 113,28 €/M 2 2.168,18 € 1.1.19 Polymer concrete coping with polished surface, with inclination angle of 10°, white color, two-way design, of 350x25 mm, with drip edge, for wall coverage, stainless steel metal anchorage and gravel adhered to the surface on its underside; placement with flexible cement adhesive of high adherence, C2 S2 on a regularization layer of industrial cement mortar, with water-repellent additive, M ‐ 15, on which the metal anchorages are inserted; and sealing of joints between pieces and, where applicable, unions with walls with polyurethane putty, following priming. Includes: Preparation of support surface. Layout of pieces. Cutting of pieces. Placement, plumbing, leveling and alignment of pieces. Sealing of joints and cleaning. Project measurement criterion: Length measured at centerlines, according to Project graphic documentation. Site measurement criterion: The length actually executed at centerlines shall be measured according to Project specifications. 70,00 ML 77,75 €/ML 5.442,50 € 1.1.20 Water diverter of folded galvanized steel sheet, thickness 1 mm, span 600 mm and 5 folds, with drip edge, set into the jambs; fixing with self-drilling screws; and sealing of joints between pieces and unions with walls with monocomponent adhesive sealant. Includes: Layout of pieces. Cutting of pieces. Preparation and regularization of substrate. Placement and fixing of metal pieces, leveled and plumbed. Sealing of joints and cleaning. Project measurement criterion: Length of opening width, measured according to Project graphic documentation, increased by 5 cm on each side. Site measurement criterion: The length actually executed shall be measured according to Project specifications, including embedment in jambs. 4,35 ML 75,63 €/ML 328,99 €

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Building Rehabilitation - Works 9/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com 1.1.21 Formation of continuous cement mortar coating, type GP CSIII W1, lined with courses, of 15 mm thickness, applied on an exterior vertical wall, with scratched surface finish, with placement of glass fiber anti-alkali mesh in the middle of the mortar thickness, to reinforce it. Including placement of glass fiber anti-alkali mesh for reinforcement of junctions between different materials and at slab edges, in 20% of the wall surface, formation of joints, corners, course lines with spacing between them not exceeding one meter, edges, jacks, jambs, lintels, trim at junctions with walls, coverings or other elements attached to its surface. Includes: Placement of mesh between different materials and at slab edges. Division of work panels. Placement of straightedges and stretching of lines. Placement of props. Formation of course lines. Application of mortar. Formation of joints and junctions. Surface finish. Mortar curing. Project measurement criterion: Area measured according to Project graphic documentation, without deducting openings smaller than 4 m² and deducting, in openings larger than 4 m², the excess above 4 m². Site measurement criterion: The area actually executed shall be measured according to Project specifications, deducting, in openings larger than 4 m², the excess above 4 m². 150,28 M2 39,80 €/M2 5.981,14 € 1.1.22 Manual application of two coats of plastic paint, color to choose, matte finish, smooth texture, the first coat diluted with 15 to 20% water and the following coat diluted with 5 to 10% water or undiluted, (yield: 0,1 l/m² each coat); following application of one coat of acrylic primer, absorption regulator, on exterior wall of cement mortar. Economic valuation criterion: The price includes protection of surrounding elements that may be affected during work and resolution of singular points. Includes: Preparation, cleaning and prior sanding of substrate. Preparation of mixture. Application of primer coat. Application of two coats of finish. Project measurement criterion: Area measured according to Project graphic documentation, with the same criterion as the base substrate. Site measurement criterion: The area actually executed shall be measured according to Project specifications, with the same criterion as the base substrate. 947,95 M2 12,73 €/M2 12.067,40 € 1.1.23 Affection of plumbing/irrigation installations during work execution 1,00 UD 1.500,00 €/UD 1.500,00 € 1.1.24 Affection of electrical/lighting installations during work execution. 1,00 UD 2.500,00 €/UD 2.500,00 € 1.1.25 Ceramic water diverter of glazed stoneware in pieces of 24,5x33,4x1,3 cm, with drip edge, set into the jambs; received with industrial cement mortar, with water-repellent additive, M ‐ 10; and grouted between pieces and unions with walls with cement joint mortar with reduced water absorption, CG2, for joints between 3 and 15 mm.// Price per piece 25euros/ml Includes: Layout of pieces. Cutting of pieces. Preparation and regularization of substrate. Placement with mortar of pieces. Sealing of joints and cleaning. Project measurement criterion: Length of opening width, measured according to Project graphic documentation, increased by 5 cm on each side. Site measurement criterion: The length actually executed shall be measured according to Project specifications, including embedment in jambs. 2,40 ML 165,75 €/ML 397,80 €

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Building Rehabilitation - Works 10/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.1.26 Service test to be carried out by accredited laboratory in the corresponding technical area, to check the watertightness of a flat roof of between 100 and 200 m² in area by flooding its entire surface. Includes: Travel to site. Execution of test. Preparation of report of test results carried out. Project measurement criterion: Test to be carried out, according to quality control plan documentation. Site measurement criterion: The number of tests carried out by accredited laboratory shall be measured according to Project specifications. 4,00 UD 494,00 €/UD 1.976,00 € 1.1.27 Buried inspection chamber, of high-density polyethylene, of 400 mm nominal diameter and 0,6 m nominal height, with one inlet at the bottom of 110 mm diameter to house downspout and drain, on slope formation in existing reinforced concrete slab, with grate cover and ductile iron frame, class B ‐ 125 according to UNE ‐ EN 124, installed in landscaped roofs. Economic valuation criterion: The price does not include excavation or filling of the embedment. Includes: Layout. Pouring and compaction of concrete in slab formation. Placement of prefabricated chamber. Joint and grouting of drain and downspout of PVC to the chamber. Placement of grate cover and accessories. Verification of correct operation. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 10,00 UD 334,00 €/UD 3.340,00 €

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Building Rehabilitation - Works 11/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.1.28 Waterproofing under copings and/or water diverters in 1 foot brick wall, with self-adhesive bitumen sheet modified with SBS elastomer, LBA ‐ 40/G ‐ FV, with glass fiber felt reinforcement of 60 g/m², with self-protected surface (mineral protection on outer faces), monocoat type, fully adhered to the substrate with torch, following priming with bituminous anionic emulsion with fillers type EB, prepared to receive the coping or water diverter. Economic valuation criterion: The price does not include the water diverter. Includes: Cleaning and surface preparation. Application of priming. Placement of waterproofing. Project measurement criterion: Length measured according to Project graphic documentation. Site measurement criterion: The length actually executed shall be measured according to Project specifications. 82,40 ML 22,66 €/ML 1.867,18 € 1.1.29 Manual application of two coats of quick-drying synthetic enamel, alkyd resin-based, color to choose, glossy finish, (yield: 0,077 l/m² each coat); following application of one coat of quick-drying synthetic antioxidant primer, alkyd resin-based, grey color, matte finish (yield: 0,125 l/m²), on exterior railing with batten infill, of steel. Includes: Preparation and cleaning of support surface. Application of primer coat. Application of two coats of finish. Project measurement criterion: Area of the encompassing polygon, measured according to Project graphic documentation, on one side only, without deducting openings. Site measurement criterion: The area of the encompassing polygon of the units actually executed shall be measured according to Project specifications, on one side only. 34,72 M2 22,35 €/M2 775,99 € 1.2 Giralda- Actions ground floor – garage level CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.2.1 M2 Giralda- Actions ground floor – garage level: Execution of shoring of horizontal slab and cantilever, with clear floor height up to 3 m, composed of 4 telescopic metal props, amortizable in 150 uses and pine wood boards, amortizable in 10 uses, placed as sleepers at the lower support base of the props and as braces at the top of the same. Including leveling, fixing with steel nails, waste, cuts and assembly work, loading and removal of shoring after use, with appropriate means. Includes: Preparation of support surface. Layout and cutting of boards. Placement of props. Installation and loading of shoring. Dismantling and removal of shoring after completion of works. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 660,00 M2 28,51 €/ M2 18.816,60 € 1.2.2 Preparation of structural concrete surface, for subsequent application of repair and protection products, by picking with electric hammer, to reach a depth of 40 mm, removing deteriorated concrete until reaching reinforcement, and manual loading of debris generated onto truck or container. Includes: Marking of area to be treated. Picking of surface with electric hammer. Cleaning of support surface. Removal and stockpiling of debris generated. Manual loading of debris generated onto truck or container. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 51,42 M2 26,71 €/ M2 1.373,43 €

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Building Rehabilitation - Works 12/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.2.3 Preparation of reinforcement surface, for subsequent application of repair and protection products, removing surface dirt, rust and any substance that may reduce adhesion between reinforcement and repair material to be applied, to reach a preparation degree Sa 2 ½ according to UNE ‐ EN ISO 8501 ‐ 1, by brushing with steel wire brush, and manual loading of debris generated onto truck or container. Includes: Application of degreaser. Brushing with steel wire brush. Cleaning of support surface. Removal and stockpiling of debris generated. Loading of debris generated onto truck or container. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications . 51,42 M2 22,05 €/ M2 1.133,81 € 1.2.4 Manual application of fluid mortar, polymer-modified, Geolite Magma”KERAKOLL”, based on Geolegante “KERAKOLL”, with a compressive strength at 28 days greater than or equal to 80 N/mm² and a modulus of elasticity greater than or equal to 20000 N/mm², class R4, type PCC, according to UNE ‐ EN 1504 ‐ 3, Euroclassification A1 of reaction to fire, according to UNE ‐ EN 13501 ‐ 1, in a layer of 40 mm average thickness, of fluid consistency, following application of priming, Geolite Base “KERAKOLL”, brown color, for repair and structural reinforcement of concrete element. Economic valuation criterion: The price includes assembly and disassembly of the formwork system. Includes: Application of priming. Assembly of formwork system. Preparation of mixture. Application of product. Curing. Disassembly of formwork system. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 51,42 M2 217,11 €/ M2 11.163,80 € 1.2.5 Reinforcement of reinforced concrete pillar of 30x60 cm, with S275JR steel profiles, hot-rolled, L 90x8 series, with anticorrosion primer coat, arranged at the edges of the pillar and joined on the four sides by metal straps of 250x100X8 and 550x100x8, welded “in situ”, every 35 cm (at centerlines), with vertical adjustment of the angles on the edges of the support using two-component tixotropic epoxy resin adhesive, until ensuring they are solidly adhered, supply of weld material according to UNE-EN ISO 2560 and welding of the assembly, ensuring an active confinement effect on the original concrete. Includes: Layout of position of reinforcements and strapping. Cleaning and treatment of edges of the support. Application of adhesive. Placement and provisional fixing of profiles. Placement of straps with welding. Execution of joints. Project measurement criterion: Length measured at centerlines, according to Project graphic documentation. Site measurement criterion: The length actually executed at centerlines shall be measured according to Project specifications. 33,60 ML 581,14 €/ML 19.526,30 €

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Building Rehabilitation - Works 13/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.2.6 Base and capital of reinforcement of reinforced concrete pillar of 30x60 cm, made with S275JR steel profiles, hot-rolled, L 90x8 series, with anticorrosion primer coat, joined together by welding and adhered to the lower and upper slabs with two-component tixotropic epoxy resin adhesive, with supply of weld material according to UNE ‐ EN ISO 2560, welding of the assembly and filling of the space between the slab and the metal profiles, by injection of two-component tixotropic epoxy resin adhesive, to ensure continuity of the reinforcement through the joint. Includes: Layout of position of reinforcements. Cleaning of concrete surface. Application of adhesive. Placement and provisional fixing of pieces. Execution of joints by welding. Filling by injection of epoxy resins. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 14,00 UD 367,39 €/UD 5.143,46 € 1.2.7 Anchor plate of UNE ‐ EN 10025 S275JR steel in flat profile, with central hole, of 400x250 mm and 15 mm thickness, and assembly on 8 corrugated steel bars UNE ‐ EN 10080 B 500 S of 12 mm diameter and 30 cm total length, embedded in existing concrete wall through drilled holes, and bolted with washers, nut and lock nut once resin is hardened. Economic valuation criterion: The price includes cuts, chamfers, plates, special pieces and auxiliary assembly elements. Includes: Cleaning and preparation of support surface. Layout and marking of centerlines. Placement and provisional fixing of plate. Plumbing and leveling. Filling with mortar. Does not include drilling and chemical anchors. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 14,00 UD 168,55 €/UD 2.359,70 € 1.2.8 Structural chemical anchor made on concrete of 20 N/mm² minimum characteristic strength, by drilling of 16 mm diameter and 270 mm depth, filling of hole by injection of epoxy resin, styrene-free, and subsequent insertion of corrugated steel bar UNE ‐ EN 10080 B 500 S, of 12 mm diameter and 350 mm length. Includes: Layout of anchor position. Execution of drilling. Cleaning of resulting dust. Preparation of cartridge. Injection of resin. Insertion of fixing element. Cleaning of excess residue. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 336,00 UD 21,99 €/UD 7.388,64 €

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Building Rehabilitation - Works 14/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.2.9 Reinforcement of reinforced concrete beam or joist, by S275JR steel profile, hot-rolled, HEB 240 series, with anticorrosion primer coat, placed on the lower face of the beam, fixed with two-component tixotropic epoxy resin adhesive, applied uniformly with spatula, blade or trowel, filling all voids that may exist on the support surface, with preparation of the ends of the reinforcement profile to ensure transmission of efforts to adjacent pillars where it must be delivered. Including bracing of the assembly for at least 24 hours, to ensure good behavior in the joint, and removal of all auxiliary elements. Includes: Layout of position of reinforcements. Cleaning of concrete surface. Preparation of mixture. Application of adhesive. Placement of reinforcement profile. Bracing of assembly. Removal of all auxiliary elements. Project measurement criterion: Length measured at centerlines, according to Project graphic documentation. Site measurement criterion: The length actually executed at centerlines shall be measured according to Project specifications . 94,10 ML 526,68 €/ML 49.560,59 € 1.2.10 Reinforcement of reinforced concrete beam or joist, by S275JR steel profile, hot-rolled, HEB 140 series, with anticorrosion primer coat, placed on the lower face of the beam, fixed with two-component tixotropic epoxy resin adhesive, applied uniformly with spatula, blade or trowel, filling all voids that may exist on the support surface, with preparation of the ends of the reinforcement profile to ensure transmission of efforts to adjacent pillars where it must be delivered. Including bracing of the assembly for at least 24 hours, to ensure good behavior in the joint, and removal of all auxiliary elements. Includes: Layout of position of reinforcements. Cleaning of concrete surface. Preparation of mixture. Application of adhesive. Placement of reinforcement profile. Bracing of assembly. Removal of all auxiliary elements. Project measurement criterion: Length measured at centerlines, according to Project graphic documentation. Site measurement criterion: The length actually executed at centerlines shall be measured according to Project specifications. 124,15 M2 507,07 €/M2 62.952,74 € 1.2.11 Passive fire protection system for steel beam, HEB 240, protected on 3 sides and with a fire resistance of 90 minutes, by pneumatic projection of white rock wool mortar, with an average thickness of 12 mm, applied directly on the substrate. Includes: Cleaning and preparation of surface of metal profile. Protection of surrounding elements that may be affected during projection work. Mechanical projection of mortar. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 107,65 M2 29,80 €/M2 3.207,97 €

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Building Rehabilitation - Works 15/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.2.12 Passive fire protection system for steel beam, HEB 140, protected on 3 sides and with a fire resistance of 90 minutes, by pneumatic projection of white rock wool mortar, with an average thickness of 17 mm, applied directly on the substrate. Includes: Cleaning and preparation of surface of metal profile. Protection of surrounding elements that may be affected during projection work. Mechanical projection of mortar. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications . 82,56 M2 29,80 €/M2 2.460,28 € 1.2.13 Passive fire protection system for 30x60 cm concrete pillar braced, with S275JR steel profiles, hot-rolled, L 90x8 series, arranged at the edges of the pillar and joined on the four sides by metal straps of 80x25 mm, welded “in situ”, every 25 cm, protected on its 4 sides and with a fire resistance of 90 minutes, by pneumatic projection of white rock wool mortar, with an average thickness of 15 mm, applied directly on the substrate. Includes: Cleaning and preparation of surface of metal profile. Protection of surrounding elements that may be affected during projection work. Mechanical projection of mortar. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 14,00 UD 135,40 €/UD 1.895,60 € 1.2.14 Fixed insect screen of 1400 mm width and 1400 mm height, formed by aluminum profile frame, lacquered, polyester thread fabric, accessories and components, placed with mechanical fixings on the external face of the carpentry. Including perimeter sealing of joints by means of a neutral silicone cord. Includes: Layout. Anchoring to the wall of fixing elements. Assembly of insect screen and accessories. Sealing of perimeter joints. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications.. 5,00 UD 475,80 €/UD 2.379,00 € 1.2.15 Coverage with welded mesh under ventilation outlet, of 34x38 mm mesh passage, hot galvanized finish, made with bearing plates of hot-rolled steel laminate UNE ‐ EN 10025 S235JR, in flat rolled profile, of 20x2 mm, separated 34 mm apart, square rod separators twisted, of low-carbon steel UNE ‐ EN ISO 16120 ‐ 2 C4D, of 4 mm side, separated 38 mm apart and steel frame UNE ‐ EN 10025 S235JR, in hot-rolled omega profile, of 20x2 mm, fixed with fixing pieces, for stair landing.// Includes removal of old grate. Economic valuation criterion: The price includes cuts, special pieces and fixing pieces. Includes: Layout. Preparation of support surface. Placement and provisional fixing of welded mesh. Plumbing and leveling. Execution of joints. Final cleaning. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 5,00 UD 288,60 €/UD 1.443,00 €

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Building Rehabilitation - Works 16/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 1 ITEM QUANTITY PRICE AMOUNT 1.2.16 Connection of new drains. Includes up to 8m suspended horizontal network collector, formed by PVC tube, series B, of 125 mm maximum diameter and 3,2 mm thickness, adhesive joint with adhesive, with a minimum slope of 1,00%, for the evacuation of wastewater (at low and high temperature) and/or rainwater inside the building structure. Including cleaner liquid, adhesive for tubes and PVC accessories, auxiliary material for assembly and fixing to the work, accessories and special pieces. Includes: Layout of collector route and position of fixing elements. Dry presentation of tubes. Fixing of auxiliary material for assembly and fixing to the work. Assembly, connection and verification of correct operation. 11,00 UD 284,48 €/UD 3.129,28 € 1.2.17 Non-destructive test to be carried out by accredited laboratory in the corresponding technical area, on a welded joint in metal structure, by means of penetrating liquids for determination of surface imperfections of the joint, according to UNE ‐ EN ISO 3452 ‐ 1. Includes: Travel to site. Execution of test. Preparation of report of test results carried out. Project measurement criterion: Test to be carried out, according to quality control plan documentation. Site measurement criterion: The number of tests carried out by accredited laboratory shall be measured according to Project specifications. 98,00 UD 45,00 €/UD 4.410,00 € 1.2.18 Manual application of two coats of plastic paint, matte finish, smooth texture, diluted with 15% water or undiluted, (yield: 0,1 l/m² each coat); following application of one coat of acrylic primer absorption regulator, on interior horizontal concrete wall, up to 3 m height. Economic valuation criterion: The price includes protection of surrounding elements that may be affected during work and resolution of singular points. Includes: Preparation of substrate. Application of primer coat. Application of two coats of finish. Project measurement criterion: Area measured according to Project graphic documentation, with the same criterion as the base substrate. Site measurement criterion: The area actually executed shall be measured according to Project specifications, with the same criterion as the base substrate. 855,00 M2 12,73 €/M2 10.884,15 € 1.03.01 Individual and collective safety and health protection measures according to occupational safety and health regulations (RD 1627/1997 and other applicable regulations) 1,00 UD 3.550,00€/UD 3.550,00€ 1.03.02 Inert waste management 1,00 UD 3.800,00€ 3.800,00€

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Building Rehabilitation - Works 17/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com Giralda – Vehicle access ramp- Actions first floor – access block level- landscaped area: CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.1 Disconnection of the underground supply of the electrical installation of the building, with cut-off of electrical power, following previous cancellation and neutralization by the utility company, without affecting the stability of the structural elements to which it may be connected. Including cleaning, stockpiling, removal and manual loading of debris onto truck or container. Includes: Disconnection of the supply. Removal of debris. Loading of debris onto truck or container. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 1,00 UD 1000,00 €/ UD 1.000,00€

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Building Rehabilitation - Works 18/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.2 Disconnection of the water supply/irrigation network supply of the building, with cut-off of flow by means of a shut-off valve, following previous cancellation and neutralization by the utility company, without affecting the stability of the structural elements to which it may be connected. Including cleaning, stockpiling, removal and manual loading of debris onto truck or container. Includes: Disconnection of the supply. Installation of plugs. Removal of debris. Loading of debris onto truck or container. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 1,00 UD 1000,00 €/ UD 1.000,00€ 2.1.3 Work necessary for the removal of tree over 300 cm in height and over 200 cm in crown diameter, using manual and mechanical means. Including felling of branches and trunk of approximately 20 cm in diameter (measured at a height of 1 m above ground), removal of stump with subsequent filling of the stump hole with soil, collection and loading onto truck or container of debris generated. Includes: Protection and signaling of affected areas. Felling of branches until trunk is clean. Felling of trunk flush with stump. Stump removal. Collection of debris generated. Loading onto truck or container. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications . 1,00 UD 378,00 €/ UD 378,00 € 2.1.4 Clearing of shrubs and weeds, inside and outside the building, with brush cutter. Including collection of debris generated and loading onto container.// Includes small trees and shrubs. Corresponds to the area without planted grass. Includes: Protection and signaling of affected areas. Removal of shrubs and weeds. Collection of debris generated. Loading onto container. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 60,50 M2 27,45 €/M2 1.660,72 € 2.1.5 Dismantling and assembly of street lamp with steel column, up to 4 m in height, with recovery of material for later placement at another location, with the execution process in reverse order of installation, and manual loading onto truck or container.// The price includes assembly in a similar position to the previous one, including execution of concrete pad. Economic valuation criterion: The price includes dismantling of accessories and fixing elements, includes demolition of foundation. Includes: Dismantling of the element. Classification and labeling. Stockpiling of materials to be reused. Manual loading of material to be reused onto truck. Removal and stockpiling of construction debris. Cleaning of construction debris. Manual loading of construction debris onto truck or container. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually dismantled shall be measured according to Project specifications . 1,00 UD 712,80 €/ UD 712,80 €

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Building Rehabilitation - Works 19/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.6 Removal of curb on concrete base, using manual means and recovery of 80% of material for later reuse, without damaging adjacent structural elements, and manual loading onto truck or container. Economic valuation criterion: The price includes picking off the adhesive material attached to its surface and to the substrate. Includes: Removal of the element. Classification and labeling. Cleaning of the reverse of the tiles. Stockpiling of materials to be reused. Manual loading of material to be reused onto truck. Removal and stockpiling of construction debris. Cleaning of construction debris. Manual loading of debris onto truck or container. Project measurement criterion: Length measured according to Project graphic documentation. Site measurement criterion: The length actually demolished shall be measured according to Project specifications. 43,50 ML 15,81 €/ML 687,73 € 2.1.7 Complete demolition of flat walkable roof, non-ventilated, with ceramic paving; with pneumatic hammer, without affecting the stability of adjacent structural elements, and manual loading onto truck or container. Economic valuation criterion: The price includes demolition of all layers making up the roof, including the slope-forming layer and demolition of drains. Includes: Demolition of the element. Fragmentation of debris into manageable pieces. Removal and stockpiling of debris. Cleaning of construction debris. Manual loading of debris onto truck or container. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually demolished shall be measured according to Project specifications. 47,50 M2 112,05 €/M2 5.322,37 € 2.1.8 Complete demolition of flat non-walkable roof, with landscaping, with topsoil protection layer of 50 cm average thickness, with pneumatic hammer, without affecting the stability of adjacent structural elements, and manual loading onto truck or container. Economic valuation criterion: The price includes demolition of all layers making up the roof, including the slope-forming layer and demolition of drains. Includes: Demolition of the element. Fragmentation of debris into manageable pieces. Removal and stockpiling of debris. Cleaning of construction debris. Manual loading of debris onto truck or container. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually demolished shall be measured according to Project specifications.. 179,95 M2 219,34 €/M2 39.470,23 €

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Building Rehabilitation - Works 20/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.9 Flat walkable roof, non-ventilated, with fixed flooring, slope of 1% to 5%, for public pedestrian traffic. SLOPE FORMATION: by edging of hip rafters, valley gutters and joints with double hollow ceramic brick courses and lightweight concrete layer, of compressive strength 2,0 MPa and 690 kg/m³ density, made on site with expanded clay and grey cement, with average thickness of 20 cm; with mortar regularization layer of industrial cement, M ‐ 5 of 2 cm thickness, smoothed finish; WATERPROOFING: bituminous layer type, adhered, composed of bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”, and bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA” adhered to the previous one with torch, without overlapping joints; SEPARATING LAYER OVER WATERPROOFING: non-woven geotextile composed of polyester fibers joined by needling, (200 g/m²); PROTECTION LAYER: porcelain stoneware tile paving, matt finish, 40x40 cm laid in thin layer with improved cement adhesive, class 3 according to CTE DB SUA, grey color, on a regularization layer of industrial cement mortar, 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. Including PVC crosses.// (RRP considered for tile 17euros+VAT) Economic valuation criterion: The price does not include execution and sealing of joints nor execution of trim at intersections with walls and drains. Includes: Layout of singular points. Layout of slopes and tracing of hip rafters, valley gutters and joints. Slope formation by edging of hip rafters, valley gutters and joints with brick courses. Filling of joints with expanded polystyrene. Pouring and screeding of lightweight concrete until reaching the crown level of the courses. Pouring, spreading and screeding of regularization mortar. Cleaning and surface preparation. Application of bituminous emulsion. Placement of waterproofing. Placement of separating layer under insulation. Review of the base surface on which insulation fixing is carried out in accordance with technical requirements. Cutting, adjustment and placement of insulation. Placement of separating layer under protection. Pouring, spreading and screeding of adhesive or leveling material. Layout of pavement joints. Layout of paving and banding of joints and singular points. Laying of tiles with open joint. Sealing of pavement and perimeter joints. Grouting of pavement. Project measurement criterion: Area measured in horizontal projection, according to Project graphic documentation, from the inner faces of perimeter sills or parapets that define it. Site measurement criterion: The area actually executed shall be measured in horizontal projection according to Project specifications, from the inner faces of perimeter sills or parapets that define it. 47,50 M2 263,09 €/M2 12.496,77 €

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Building Rehabilitation - Works 21/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.10 Flat non-walkable roof, non-ventilated, with intensive landscaping, slope of 1% to 5%. SLOPE FORMATION: by edging of hip rafters, valley gutters and joints with double hollow ceramic brick courses and lightweight concrete layer, of compressive strength 0,4 MPa and 500 kg/m³ density, made on site with expanded clay and grey cement, with average thickness of 20 cm; with mortar regularization layer of industrial cement, M ‐ 5 of 2 cm thickness, smoothed finish; WATERPROOFING: bituminous layer type, adhered, composed of bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 30 ‐ FP, Morterplas SBS FM 3 KG “SOPREMA”, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”, and bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 50/G ‐ FP, Morterplas SBS Garden MIN “SOPREMA” adhered to the previous one with torch, without overlapping joints; SEPARATING LAYER UNDER PROTECTION: non-woven geotextile composed of polyester fibers joined by needling, (150 g/m²) and with protection layer of industrial cement mortar, M ‐ 5 of 2 cm thickness; DRAINAGE AND FILTERING LAYER: draining, filtering and water-retaining layer of nodular structure of high-impact polystyrene (HIPS), Drentex Impact Garden “SOPREMA”, with 12 mm high nodes, with polypropylene geotextil incorporated on both sides; PROTECTION LAYER: topsoil layer for planting of 50 cm thickness. Economic valuation criterion: The price does not include execution and sealing of joints nor execution of trim at intersections with walls and drains. Includes: Layout of singular points. Layout of slopes and tracing of hip rafters, valley gutters and joints. Slope formation by edging of hip rafters, valley gutters and joints with brick courses. Filling of joints with expanded polystyrene. Pouring and screeding of lightweight concrete until reaching the crown level of the courses. Pouring, spreading and screeding of regularization mortar layer. Cleaning and surface preparation. Application of bituminous emulsion. Placement of waterproofing. Placement of separating layer under insulation. Review of the base surface on which insulation fixing is carried out in accordance with technical requirements. Cutting, adjustment and placement of insulation. Placement of separating layer under protection. Placement of drainage and filtering layer. Spreading of topsoil. Project measurement criterion: Area measured in horizontal projection, according to Project graphic documentation, from the inner faces of perimeter sills or parapets that define it. Site measurement criterion: The area actually executed shall be measured in horizontal projection according to Project specifications, from the inner faces of perimeter sills or parapets that define it. 179,95 M2 301,15 €/M2 54.191,94 €

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Building Rehabilitation - Works 22/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.11 Expansion joint in flat walkable roof, non-ventilated, with fixed flooring. Waterproofing: two adhesion bands, of bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 30 ‐ FP, Morterplas SBS FP 3 KG Band 33 “SOPREMA”, of 33 cm width, nominal mass 3 kg/m², with reinforced and stabilized polyester felt reinforcement of 140 g/m², with thermofusible plastic film on both sides, fully adhered to the substrate with torch, on each side of the joint, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”; reinforcement band of 33 cm width, made from bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface, forming a bellows without adhering in the joint area; filler cord for expansion joint, made of bituminous-based putty type BH ‐ II, of 25 mm diameter; and finishing band of 33 cm width, made from bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface welded to the continuous waterproofing of the roof, forming a bellows without adhering in the joint area, over the filler cord. Includes: Cleaning and surface preparation. Application of bituminous emulsion. Placement of adhesion bands. Placement of reinforcement band. Placement of filler cord inside the joint. Placement of finishing band. Project measurement criterion: Length measured in horizontal projection, according to Project graphic documentation. Site measurement criterion: The length actually executed shall be measured in horizontal projection according to Project specifications. 6,25 ML 48,80 €/ML 305,00 € 2.1.12 Intersection of flat walkable roof, non-ventilated, with fixed flooring, with vertical wall; by execution of a perimeter setback of more than 5 cm with respect to the vertical wall and of more than 20 cm height over the roof protection, filled with industrial cement mortar, M ‐ 2,5 placed on the waterproofing welded in turn to the substrate and formed by: reinforcement band of 33 cm width, made from bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface, fully adhered to the substrate with torch, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”. Finish with finishing band of 50 cm width with bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface. Includes: Execution of perimeter setback. Cleaning and surface preparation. Application of bituminous emulsion. Placement of reinforcement band. Placement of finishing band. Project measurement criterion: Length measured in horizontal projection, according to Project graphic documentation. Site measurement criterion: The length actually executed shall be measured in horizontal projection according to Project specifications. 51,00 ML 89,93 €/ML 4.586,43 €

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Building Rehabilitation - Works 23/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.13 Intersection of flat walkable roof, non-ventilated, with fixed flooring, with vertical wall; by execution of a perimeter setback of more than 5 cm with respect to the vertical wall and of more than 20 cm height over the roof protection, filled with industrial cement mortar, M ‐ 2,5 placed on the waterproofing welded in turn to the substrate and formed by: reinforcement band of 33 cm width, made from bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface, fully adhered to the substrate with torch, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”. Finish with finishing band of 100 cm width to overcome ground level difference with bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface. Includes: Execution of perimeter setback. Cleaning and surface preparation. Application of bituminous emulsion. Placement of reinforcement band. Placement of finishing band. Project measurement criterion: Length measured in horizontal projection, according to Project graphic documentation. Site measurement criterion: The length actually executed shall be measured in horizontal projection according to Project specifications. 75,50 ML 117,34 €/ML 8.859,17 € 2.1.14 Intersection of flat walkable roof, non-ventilated, with fixed flooring, with vertical wall; by placement of galvanized steel sheet profile “SOPREMA”, thickness 0,5 mm, span 2000 mm, and 5 folds, for trim and protection of waterproofing formed by: reinforcement band of 33 cm width, made from bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface, fully adhered to the substrate with torch, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”. Finish with finishing band of 100 cm span to overcome ground level difference with bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 50/G ‐ FP, Morterplas SBS FPV 5 KG MIN “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with grey mineral self-protection. Including sealing cord applied between the metal profile and the wall. Includes: Cleaning and surface preparation. Application of bituminous emulsion. Placement of reinforcement band. Placement of finishing band. Layout of metal profile. Cutting of pieces and formation of recesses in corners and angles. Placement of metal profile. Application of sealing cord between profile and wall. Project measurement criterion: Length measured in horizontal projection, according to Project graphic documentation. Site measurement criterion: The length actually executed shall be measured in horizontal projection according to Project specifications. 22,10 ML 113,25 €/ML 2.502,82 €

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Building Rehabilitation - Works 24/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.15 Intersection of flat walkable roof, non-ventilated, with fixed flooring, with vertical drain outlet, by execution of a recess in the substrate around the drain, in which the waterproofing will be placed formed by: reinforcement piece of bitumen sheet modified with SBS elastomer, LBM(SBS) ‐ 40 ‐ FP, Morterplas SBS FP 4 KG “SOPREMA”, with reinforced and stabilized polyester felt reinforcement of 160 g/m², with unprotected surface, fully adhered to the substrate with torch, following priming with anionic bituminous emulsion without fillers type EA Emufal Primer, “SOPREMA”, and placement of siphonic vertical drain outlet of EPDM rubber, “SOPREMA”, of 100 mm diameter, with flat grate, fully adhered to the previous reinforcement piece with torch. Includes: Execution of recess in substrate around drain. Cleaning and surface preparation. Application of bituminous emulsion. Placement of reinforcement piece. Placement of drain. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 6,00 UD 113,25 €/UD 679,50 € 2.1.16 Wet drilling in concrete slab with compression layer and voussoir, of 132 mm diameter, to a maximum depth of <35cm, carried out with drilling machine with diamond crown, for the passage of installations. Includes: Layout of areas to be drilled. Drilling with diamond crown. Fragmentation of debris into manageable pieces. Removal and stockpiling of debris. Cleaning of construction debris. Manual loading of debris onto truck or container. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 4,00 UD 67,50 €/UD 270,00 € 2.1.17 Connection of new drains. Includes up to 8m suspended horizontal network collector, formed by PVC tube, series B, of 125 mm maximum diameter and 3,2 mm thickness, adhesive joint with adhesive, with a minimum slope of 1,00%, for the evacuation of wastewater (at low and high temperature) and/or rainwater inside the building structure. Including cleaner liquid, adhesive for tubes and PVC accessories, auxiliary material for assembly and fixing to the work, accessories and special pieces. Includes: Layout of collector route and position of fixing elements. Dry presentation of tubes. Fixing of auxiliary material for assembly and fixing to the work. Assembly, connection and verification of correct operation. 4,00 UD 284,48 €/UD 1.137,92 € 2.1.18 Wall of 1 foot thickness of perforated ceramic brick masonry, to be finished, 24x12x7 cm, with horizontal and vertical joints of 10 mm thickness, received with cement mortar made on site, with 250 kg/m³ of cement, grey color, 1:6 mix, supplied in bags. Includes: Cleaning and preparation of support surface. Layout. Placement and plumbing of reference guides. Stretching of lines between guides. Placement of fixed plumb lines on edges. Mortar preparation. Placement of pieces by level courses. Project measurement criterion: Volume measured according to Project graphic documentation. Site measurement criterion: The volume actually executed shall be measured according to Project specifications. 11,17 ML 113,28 €/ML 1.265,33 €

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Building Rehabilitation - Works 25/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.19 Polymer concrete coping with polished surface, with inclination angle of 10°, white color, two-way design, of 350x25 mm, with drip edge, for wall coverage, stainless steel metal anchorage and gravel adhered to the surface on its underside; placement with flexible cement adhesive of high adherence, C2 S2 on a regularization layer of industrial cement mortar, with water-repellent additive, M ‐ 15, on which the metal anchorages are inserted; and sealing of joints between pieces and, where applicable, unions with walls with polyurethane putty, following priming. Includes: Preparation of support surface. Layout of pieces. Cutting of pieces. Placement, plumbing, leveling and alignment of pieces. Sealing of joints and cleaning. Project measurement criterion: Length measured at centerlines, according to Project graphic documentation. Site measurement criterion: The length actually executed at centerlines shall be measured according to Project specifications. 43,10 ML 77,75 €/ML 3.351,03 € 2.1.20 Water diverter of folded galvanized steel sheet, thickness 1 mm, span 600 mm and 5 folds, with drip edge, set into the jambs; fixing with self-drilling screws; and sealing of joints between pieces and unions with walls with monocomponent adhesive sealant. Includes: Layout of pieces. Cutting of pieces. Preparation and regularization of substrate. Placement and fixing of metal pieces, leveled and plumbed. Sealing of joints and cleaning. Project measurement criterion: Length of opening width, measured according to Project graphic documentation, increased by 5 cm on each side. Site measurement criterion: The length actually executed shall be measured according to Project specifications, including embedment in jambs. 4,25 ML 64,27 €/ML 273,14 € 2.1.21 Sealing of expansion joint of 15 mm width, on vertical and horizontal exterior wall, with monocomponent polyurethane-based putty, on joint backing for sealing in expanded polyethylene cords of 20 mm diameter; finished by smoothing the material with spatula. Includes: Cleaning of substrate. Protection of surface adjacent to joint. Filling of joint backing. Application of putty. Project measurement criterion: Length measured according to Project graphic documentation. Site measurement criterion: The length actually executed shall be measured according to Project specifications. 5,30 ML 28,40 €/ML 150,52 € 2.1.22 Formation of continuous cement mortar coating, type GP CSIII W1, lined with courses, of 15 mm thickness, applied on an exterior wall, with rough surface finish, to serve as a base for a subsequent coating. Including placement of glass fiber anti-alkali mesh for reinforcement of junctions between different materials and at slab edges, in 20% of the wall surface, formation of joints, corners, course lines with spacing between them not exceeding one meter, edges, jacks, jambs, lintels, trim at junctions with walls, coverings or other elements attached to its surface. Includes: Placement of mesh between different materials and at slab edges. Division of work panels. Placement of straightedges and stretching of lines. Placement of props. Formation of course lines. Application of mortar. Formation of joints and junctions. Surface finish. Mortar curing. Project measurement criterion: Area measured according to Project graphic documentation, without deducting openings smaller than 4 m² and deducting, in openings larger than 4 m², the excess above 4 m². Site measurement criterion: The area actually executed shall be measured according to Project specifications, deducting, in openings larger than 4 m², the excess above 4 m². 89,84 M2 39,80 €/M2 3.575,63 €

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Building Rehabilitation - Works 26/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.23 Manual application of two coats of plastic paint, color to choose, matte finish, smooth texture, the first coat diluted with 15 to 20% water and the following coat diluted with 5 to 10% water or undiluted, (yield: 0,1 l/m² each coat); following application of one coat of acrylic primer, absorption regulator, on exterior wall of cement mortar. Economic valuation criterion: The price includes protection of surrounding elements that may be affected during work and resolution of singular points. Includes: Preparation, cleaning and prior sanding of substrate. Preparation of mixture. Application of primer coat. Application of two coats of finish. Project measurement criterion: Area measured according to Project graphic documentation, with the same criterion as the base substrate. Site measurement criterion: The area actually executed shall be measured according to Project specifications, with the same criterion as the base substrate. 215,65 M2 12,73 €/M2 2.745,22 € 2.1.24 Affection of plumbing/irrigation installations during work execution 1,00 UD 900,00 €/UD 900,00 € 2.1.25 Affection of electrical/lighting installations during work execution. 1,00 UD 1.200,00 €/UD 1.200,00 € 2.1.26 Removal with manual means and oxygen cutting equipment, of metal railing in straight form, of 100 cm height, located on stairs and fixed by embedding in masonry work, without damaging the structural elements to which it is attached and recovery, stockpiling and assembly of material at the same location, and manual loading onto truck or container. Economic valuation criterion: The price includes dismantling of accessories and fixing elements. Includes: Removal of the element. Classification and labeling. Stockpiling of materials to be reused. Replacement of element. Removal and stockpiling of construction debris. Cleaning of construction debris. Manual loading of construction debris onto truck or container. Project measurement criterion: Length measured according to Project graphic documentation. Site measurement criterion: The length actually dismantled shall be measured according to Project specifications. 9,00 ML 13,50 €/ML 121,50 € 2.1.27 Demolition of existing exterior stair flooring, of ceramic tiles, with manual means, without damaging adjacent structural elements, and manual loading onto truck or container. Economic valuation criterion: The price includes picking off the adhesive material attached to the substrate, but does not include demolition of the base substrate. Includes: Demolition of the element. Fragmentation of debris into manageable pieces. Removal and stockpiling of debris. Cleaning of construction debris. Manual loading of debris onto truck or container. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually demolished shall be measured according to Project specifications. 12,40 M2 112,05 €/M2 1.389,42 €

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Building Rehabilitation - Works 27/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.28 Formation of continuous cement mortar coating, type GP CSIII W1, lined with courses, of 15 mm thickness, applied on an exterior wall, with rough surface finish, to serve as a base for a subsequent coating. Including placement of glass fiber anti-alkali mesh for reinforcement of junctions between different materials and at slab edges, in 20% of the wall surface, formation of joints, corners, course lines with spacing between them not exceeding one meter, edges, jacks, jambs, lintels, trim at junctions with walls, coverings or other elements attached to its surface. Includes: Placement of mesh between different materials and at slab edges. Division of work panels. Placement of straightedges and stretching of lines. Placement of props. Formation of course lines. Application of mortar. Formation of joints and junctions. Surface finish. Mortar curing. Project measurement criterion: Area measured according to Project graphic documentation, without deducting openings smaller than 4 m² and deducting, in openings larger than 4 m², the excess above 4 m². Site measurement criterion: The area actually executed shall be measured according to Project specifications, deducting, in openings larger than 4 m², the excess above 4 m². 12,40 M2 39,80 €/M2 493,52 € 2.1.29 Waterproofing of balconies and terraces. Morcem Dry System “GRUPO PUMA”, formed by two layers of flexible bicomponent mortar, Morcem Dry F “GRUPO PUMA”, grey color, Bandtec reinforcement band “GRUPO PUMA” of 100 mm width, composed of a viscoelastic laminate covered with non-woven geotextil at singular points, reinforced with anti-alkali glass fiber mesh, Malla Drypool “GRUPO PUMA”; and execution of concave angle, at half-round, at the intersection of the roof with vertical walls with repair mortar, reinforced with fibers, sulfate resistant, Morcemrest RF35 “GRUPO PUMA”, class R3, type CC, according to UNE ‐ EN 1504 ‐ 3. Includes: Execution with mortar of half-round angle. Application of first waterproofing layer. Placement of reinforcement band. Placement of mesh. Resolution of singular points. Application of second waterproofing layer. Project measurement criterion: Area measured in horizontal projection, according to Project graphic documentation, from the inner faces of perimeter sills or parapets that define it. Site measurement criterion: The area actually executed shall be measured in horizontal projection according to Project specifications, from the inner faces of perimeter sills or parapets that define it. 12,40 M2 113,22 €/M2 1.404,00 € 2.1.30 Covering of exterior stair in angle, of two straight flights with two intermediate landing with 10 steps of 120 cm width, with porcelain stoneware pieces, matt finish or natural and nosing, of 420x180 mm, placed on one side. PLACEMENT: with industrial cement mortar M ‐ 5. GROUTING: 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: Layout and tracing of treads, risers and nosing. Cutting of pieces and formation of recesses in corners and angles. Wetting of steps. Placement with mortar of riser and tread of first step. Stretching of cords. Placement of risers and treads. Placement of nosing. Filling of joints. Cleaning of flight. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 1,00 UD 1.680,60 €/UD 1.680,60 €

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Building Rehabilitation - Works 28/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.31 Manual application of two coats of quick-drying synthetic enamel, alkyd resin-based, color to choose, glossy finish, (yield: 0,077 l/m² each coat); following application of one coat of quick-drying synthetic antioxidant primer, alkyd resin-based, grey color, matte finish (yield: 0,125 l/m²), on exterior railing with batten infill, of steel. Includes: Preparation and cleaning of support surface. Application of primer coat. Application of two coats of finish. Project measurement criterion: Area of the encompassing polygon, measured according to Project graphic documentation, on one side only, without deducting openings. Site measurement criterion: The area of the encompassing polygon of the units actually executed shall be measured according to Project specifications, on one side only. 11,05 M2 22,35 €/M2 246,96 € 2.1.32 Buried inspection chamber, of high-density polyethylene, of 400 mm nominal diameter and 0,6 m nominal height, with one inlet at the bottom of 110 mm diameter to house downspout and drain, on slope formation in existing reinforced concrete slab, with grate cover and ductile iron frame, class B ‐ 125 according to UNE ‐ EN 124, installed in landscaped roofs. Economic valuation criterion: The price does not include excavation or filling of the embedment. Includes: Layout. Pouring and compaction of concrete in slab formation. Placement of prefabricated chamber. Joint and grouting of drain and downspout of PVC to the chamber. Placement of grate cover and accessories. Verification of correct operation. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 4,00 UD 334,00 €/UD 1.336,00 € 2.1.33 Waterproofing under copings and/or water diverters in 1 foot brick wall, with self-adhesive bitumen sheet modified with SBS elastomer, LBA ‐ 40/G ‐ FV, with glass fiber felt reinforcement of 60 g/m², with self-protected surface (mineral protection on outer faces), monocoat type, fully adhered to the substrate with torch, following priming with bituminous anionic emulsion with fillers type EB, prepared to receive the coping or water diverter. Economic valuation criterion: The price does not include the water diverter. Includes: Cleaning and surface preparation. Application of priming. Placement of waterproofing. Project measurement criterion: Length measured according to Project graphic documentation. Site measurement criterion: The length actually executed shall be measured according to Project specifications. 47,40 ML 22,66 €/ML 1.074,08 € 2.1.34 Service test to be carried out by accredited laboratory in the corresponding technical area, to check the watertightness of a flat roof of up to 100 m² in area by flooding its entire surface. Includes: Travel to site. Execution of test. Preparation of report of test results carried out. Project measurement criterion: Test to be carried out, according to quality control plan documentation. Site measurement criterion: The number of tests carried out by accredited laboratory shall be measured according to Project specifications. 2,00 UD 494,00 €/UD 988,00 €

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Building Rehabilitation - Works 29/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.1.35 Service test to be carried out by accredited laboratory in the corresponding technical area, to check the watertightness of a flat roof of between 100 and 200 m² in area by flooding its entire surface. Includes: Travel to site. Execution of test. Preparation of report of test results carried out. Project measurement criterion: Test to be carried out, according to quality control plan documentation. Site measurement criterion: The number of tests carried out by accredited laboratory shall be measured according to Project specifications. 1,00 UD 494,00 €/UD 494,00 € Section 2.2 – Zone between Giralda – Vehicle access ramp- Actions ground floor – garage level: CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.2.1 Execution of shoring of horizontal slab and cantilever, with clear floor height up to 3 m, composed of 4 telescopic metal props, amortizable in 150 uses and pine wood boards, amortizable in 10 uses, placed as sleepers at the lower support base of the props and as braces at the top of the same. Including leveling, fixing with steel nails, waste, cuts and assembly work, loading and removal of shoring after use, with appropriate means. Includes: Preparation of support surface. Layout and cutting of boards. Placement of props. Installation and loading of shoring. Dismantling and removal of shoring after completion of works. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 337,90 M2 13,63 €/M2 4.605,58 € 2.2.2 Preparation of structural concrete surface, for subsequent application of repair and protection products, by picking with electric hammer, to reach a depth of 40 mm, removing deteriorated concrete until reaching reinforcement, and manual loading of debris generated onto truck or container. Includes: Marking of area to be treated. Picking of surface with electric hammer. Cleaning of support surface. Removal and stockpiling of debris generated. Manual loading of debris generated onto truck or container. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 11,07 M2 26,71 €/M2 295,68 €

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Building Rehabilitation - Works 30/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.2.3 Preparation of reinforcement surface, for subsequent application of repair and protection products, removing surface dirt, rust and any substance that may reduce adhesion between reinforcement and repair material to be applied, to reach a preparation degree Sa 2 ½ according to UNE ‐ EN ISO 8501 ‐ 1, by brushing with steel wire brush, and manual loading of debris generated onto truck or container. Includes: Application of degreaser. Brushing with steel wire brush. Cleaning of support surface. Removal and stockpiling of debris generated. Loading of debris generated onto truck or container. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 11,07 M2 22,05 €/M2 244,09 € 2.2.4 Manual application of fluid mortar, polymer-modified, Geolite Magma “KERAKOLL”, based on Geolegante “KERAKOLL”, with a compressive strength at 28 days greater than or equal to 80 N/mm² and a modulus of elasticity greater than or equal to 20000 N/mm², class R4, type PCC, according to UNE ‐ EN 1504 ‐ 3, Euroclassification A1 of reaction to fire, according to UNE ‐ EN 13501 ‐ 1, in a layer of 40 mm average thickness, of fluid consistency, following application of priming, Geolite Base “KERAKOLL”, brown color, for repair and structural reinforcement of concrete element. Economic valuation criterion: The price includes assembly and disassembly of the formwork system. Includes: Application of priming. Assembly of formwork system. Preparation of mixture. Application of product. Curing. Disassembly of formwork system. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 11,07 M2 271,11 €/M2 3.001,19 € 2.2.5 Reinforcement of circular reinforced concrete pillar of 50 cm diameter, with S275JR steel profiles, hot-rolled, L 90x8 series (curved), with anticorrosion primer coat, joined by curved metal straps of 250x100X8 and 550x100x8, welded “in situ”, every 35 cm (at centerlines), with vertical adjustment of the plates on the support using two-component tixotropic epoxy resin adhesive, until ensuring they are solidly adhered, supply of weld material according to UNE ‐ EN ISO 2560 and welding of the assembly, ensuring an active confinement effect on the original concrete. Includes: Layout of position of reinforcements and strapping. Cleaning and treatment of edges of the support. Application of adhesive. Placement and provisional fixing of profiles. Placement of straps with welding. Execution of joints. Project measurement criterion: Length measured at centerlines, according to Project graphic documentation. Site measurement criterion: The length actually executed at centerlines shall be measured according to Project specifications. 4,80 ML 581,14 €/ML 2.789,47 €

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Building Rehabilitation - Works 31/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.2.6 Base and capital of reinforcement of circular reinforced concrete pillar of 50 cm diameter, made with S275JR steel profiles, hot-rolled, with anticorrosion primer coat, joined together by welding and adhered to the lower and upper slabs with two-component tixotropic epoxy resin adhesive, with supply of weld material according to UNE ‐ EN ISO 2560, welding of the assembly and filling of the space between the slab and the metal profiles, by injection of two-component tixotropic epoxy resin adhesive, to ensure continuity of the reinforcement through the joint. Includes: Layout of position of reinforcements. Cleaning of concrete surface. Application of adhesive. Placement and provisional fixing of pieces. Execution of joints by welding. Filling by injection of epoxy resins. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 2,00 UD 367,39 €/UD 734,78 € 2.2.7 Anchor plate of UNE ‐ EN 10025 S275JR steel in flat profile, with central hole, of 400x250 mm and 15 mm thickness, and assembly on 8 corrugated steel bars UNE ‐ EN 10080 B 500 S of 12 mm diameter and 30 cm total length, embedded in existing concrete wall through drilled holes, and bolted with washers, nut and lock nut once resin is hardened. Economic valuation criterion: The price includes cuts, chamfers, plates, special pieces and auxiliary assembly elements. Includes: Cleaning and preparation of support surface. Layout and marking of centerlines. Placement and provisional fixing of plate. Plumbing and leveling. Filling with mortar. Does not include drilling and chemical anchors. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 2,00 UD 168,55 €/UD 337,10 € 2.2.8 Structural chemical anchor made on concrete of 20 N/mm² minimum characteristic strength, by drilling of 16 mm diameter and 270 mm depth, filling of hole by injection of epoxy resin, styrene-free, and subsequent insertion of corrugated steel bar UNE ‐ EN 10080 B 500 S, of 12 mm diameter and 350 mm length. Includes: Layout of anchor position. Execution of drilling. Cleaning of resulting dust. Preparation of cartridge. Injection of resin. Insertion of fixing element. Cleaning of excess residue. Project measurement criterion: Number of units planned, according to Project graphic documentation. Site measurement criterion: The number of units actually executed shall be measured according to Project specifications. 48,00 UD 21,99 €/UD 1.055,52 €

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Building Rehabilitation - Works 32/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.2.9 Reinforcement of reinforced concrete beam or joist, by S275JR steel profile, hot-rolled, HEB 140 series, with anticorrosion primer coat, placed on the lower face of the beam, fixed with two-component tixotropic epoxy resin adhesive, applied uniformly with spatula, blade or trowel, filling all voids that may exist on the support surface, with preparation of the ends of the reinforcement profile to ensure transmission of efforts to adjacent pillars where it must be delivered. Including bracing of the assembly for at least 24 hours, to ensure good behavior in the joint, and removal of all auxiliary elements. Includes: Layout of position of reinforcements. Cleaning of concrete surface. Preparation of mixture. Application of adhesive. Placement of reinforcement profile. Bracing of assembly. Removal of all auxiliary elements. Project measurement criterion: Length measured at centerlines, according to Project graphic documentation. Site measurement criterion: The length actually executed at centerlines shall be measured according to Project specifications. 9,10 ML 526,08 €/ML 4.787,32 € 2.2.10 Passive fire protection system for steel beam, HEB 140, protected on 3 sides and with a fire resistance of 90 minutes, by pneumatic projection of white rock wool mortar, with an average thickness of 17 mm, applied directly on the substrate. Includes: Cleaning and preparation of surface of metal profile. Protection of surrounding elements that may be affected during projection work. Mechanical projection of mortar. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications.. 5,91 M2 29,80 €/M2 176,38 € 2.2.11 Passive fire protection system for jacketed pillar of 50cm diameter and with a fire resistance of 90 minutes, by pneumatic projection of white rock wool mortar, with an average thickness of 20 mm, applied directly on the substrate. Includes: Cleaning and preparation of surface of metal profile. Protection of surrounding elements that may be affected during projection work. Mechanical projection of mortar. Project measurement criterion: Area measured according to Project graphic documentation. Site measurement criterion: The area actually executed shall be measured according to Project specifications. 11,04 M2 29,80 €/M2 328,99 € 2.2.12 Non-destructive test to be carried out by accredited laboratory in the corresponding technical area, on a welded joint in metal structure, by means of penetrating liquids for determination of surface imperfections of the joint, according to UNE ‐ EN ISO 3452 ‐ 1. Includes: Travel to site. Execution of test. Preparation of report of test results carried out. Project measurement criterion: Test to be carried out, according to quality control plan documentation. Site measurement criterion: The number of tests carried out by accredited laboratory shall be measured according to Project specifications. 4,00 UD 45,00 €/UD 180,00 €

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Building Rehabilitation - Works 33/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.2.13 Manual application of two coats of plastic paint, matte finish, smooth texture, diluted with 15% water or undiluted, (yield: 0,1 l/m² each coat); following application of one coat of acrylic primer absorption regulator, on interior horizontal concrete wall, up to 3 m height. Economic valuation criterion: The price includes protection of surrounding elements that may be affected during work and resolution of singular points. Includes: Preparation of substrate. Application of primer coat. Application of two coats of finish. Project measurement criterion: Area measured according to Project graphic documentation, with the same criterion as the base substrate. Site measurement criterion: The area actually executed shall be measured according to Project specifications, with the same criterion as the base substrate. 337,90 M2 12,73€/M2 4.301,46€ Section 2.3 – Zone between Giralda – Vehicle access ramp- Safety and health and waste management of demolition and construction: CHAPTER 2 ITEM QUANTITY PRICE AMOUNT 2.3.1.1 Individual and collective safety and health protection measures according to occupational safety and health regulations (RD 1627/1997 and other applicable regulations) 1,00 UD 3.550,00 €/ UD 3.550,00 € 2.3.2 Inert waste management 1,00 UD 3.800,00€ 3.800,00€ 2.3.2.1 Transport by truck of unclassified mixture of inert waste produced in construction and/or demolition work, to specific landfill, external construction and demolition waste treatment facility or waste recovery or disposal center, located 20 km from the site. Economic valuation criterion: The price includes waiting time on site during loading operations, the outbound trip, unloading and the return trip, but does not include loading on site. Includes: Nothing. Project measurement criterion: Theoretical volume, estimated from the weight and apparent density of the different materials making up the waste, according to Project graphic documentation. Site measurement criterion: The volume of waste actually transported shall be measured, including bulking, according to Project specifications. 203,00 M3 52,08 €/M 3 10.572,24 € 2.3.2.2 Dumping fee for delivery of unclassified mixture of inert waste produced in construction and/or demolition work, to specific landfill, external construction and demolition waste treatment facility or waste recovery or disposal center. Economic valuation criterion: The price does not include transport. Includes: Nothing. Project measurement criterion: Theoretical volume, estimated from the weight and apparent density of the different materials making up the waste, according to Project graphic documentation. Site measurement criterion: The volume of waste actually delivered shall be measured, including bulking, according to Project specifications. 203,00 M3 17,57 €/M3 3.566,71 €

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Building Rehabilitation - Works 34/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com Budget breakdown (Taxable bases CHAPTER 1:…………………………………………..….……………… .. ………………….…… . …. 554.425,98 € CHAPTER 2:……………………………………………………………………………………….…… 202.276,82 € TOTAL VALUATION OF WORKS (TAXABLE BASE):…………… …756.702,80 € VAT 10%:…75.670,28 € TOTAL VALUATION OF WORKS:………………………..…………..……… …832.373,08 € NOTES: > Supply of all necessary company and worker documentation. > The estimated number of workers for said works is between 4 and 6 workers. > This budget is valid for 6 months. INCLUDED IN THE BUDGET: • Labor, materials and waste management. • Workers’ Social Security insurance up to date, Accident insurance, Prevention Services insurance and Civil Liability insurance. • Auxiliary means and protection means. NOT INCLUDED IN THE BUDGET: • Any type of work not contemplated in this budget that is required by the Owner. • Hidden defects not contemplated (to be valued jointly with the Owner). • Building permits, public road permits or any permits necessary for work execution. • Supply of water and electricity by the Owner. • Contribution of storage yard for stockpiling materials and machinery during work. • Warranty excludes damage resulting from the building’s own movements or ground movements (structural movements).

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Building Rehabilitation - Works 35/35 Calle Albahaca, Local 8, Edificio Las Palmeras II 29651 MIJAS COSTA 952 486 865 – 645 899 500 info@grupobenicam.com www.grupobenicam.com CONDITIONS. First: The workers of the company Revestimientos Benicam, S.L. shall make proper use of safety measures in Work at Height; however, the client may require compliance with the same. In no case may the client direct our workers in any way as to the execution of the work to be performed or include changes not foreseen in the budget. We advise contacting the company for any incidents of this kind. Second: The company undertakes to preserve the installations in the area of action during the time they are used. Third: If any variation occurs that is not reflected in this document, it would result in a budget extension, always as both parties decide. Fourth: This budget is valid for three months for approval from the date indicated on the first page. Fifth: The amount includes labor and materials, Workers’ Social Security insurance up to date, Accident insurance, Prevention Services insurance and Civil Liability insurance. Sixth: This budget does not include the costs of permits, risk assessment, safety and health plan nor public road permit, which shall be the responsibility of the client, being necessary their presentation for the start of work. (1) Seventh: Revestimientos Benicam, S.L. is not responsible for air conditioning units, satellite antennas, awning motors or furniture and fittings on terraces. Eighth: Once accepted by both parties, failure to comply with this budget shall give rise to damages as proven under law. Ninth: If the offer and conditions of this budget are acceptable to you, we request that you contact Revestimientos Benicam S.L. so that they appear for signature of the contract properly signed and sealed on all its pages. (1) Only in cases where public areas must be occupied. Client acceptance: Acceptance by Revestimientos Benicam S.L. Budget: No. 146-2025 CP SEÑORIA DE ALOHA Signature and seal Signature and seal