TECHNICAL Technical Report · 2026-12-31

Architect's Plans — Triana

Reference	2026-architect-plans-triana-building
Document Type	Technical Report technical
Date	2026-12-31 (30 December 2026)
Issued by	Adenjo Gestión SL
Affects	All buildings (5 of 5)
Available in	EN ES SV AR FR
Storage ?Cryptographic hash for verifying that this file matches the original on record.	r2://architect/Architect_Plans_Triana_Building.pdf

Owner-prepared summary. Original document is the authoritative source.

At a glance

The document titled "Architect's Plans — Triana" is a technical report dated 31 December 2026 prepared by architect Francisco Manuel López Chacón (collegiate number 1467, COA Málaga).
It presents the economic estimation for the residential complex Señorío de Aloha in Marbella, covering the buildings Giralda, Triana, Alhambra, Doñana, and Mequiza.
The estimation is organized into chapters on preliminary works, envelope works, common areas, and safety and waste management, with detailed quantities and unit prices for equipment, scaffolding, demolition, painting, and façade works.
A partial budget for the Giralda building is provided, listing unit measurements, prices, and total amounts for items such as elevator baskets, volume scaffolding, tubular scaffolding, and extensive façade and terrace works, totaling €5,575,135.00.
No voting or approval decisions are recorded in the document.

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FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect No. 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Phone: 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es ANNEXES REPORT. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga)

-TRIANA

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-ALHAMBRA

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-DOÑANA

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-MEZQUITA

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2.3. ECONOMIC ESTIMATION In relation to the economic estimation, it is necessary to consider some points that allow a better understanding of the document. The estimation is structured in chapters and subchapters, creating a division according to buildings and adjacent common areas: -GIRALDA -TRIANA -ALHAMBRA -DOÑANA -MEZQUITA

These are divided into several subchapters, of which the following can be commented:

(Building name)- Previous actions/Medium auxiliaries In this subchapter, the different means of elevation and/or scaffolding necessary to carry out the works were incorporated. Briefly: • Telescopic hoist with articulated arm, diesel motor, 21 m maximum working height.
• Volume scaffolding, formed by 200 m³ of galvanized steel tube structure in hot form, 48.3 mm diameter and 3.2 mm thickness, and 100 m² working platform, located up to 20 m maximum height, interior staircase with trapdoor and rear handrail with two bars and footrest, and front handrail with one bar.
• Normalized tubular scaffolding, multidirectional type, up to 20 m maximum working height. Composed of 60 cm wide working platforms, disposed every 2 m of height, interior staircase with trapdoor, rear handrail with two bars and footrest, and front handrail with one bar

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LEGEND

Telescopic hoist (influence zone)

Volume scaffolding (approximate position)

Normalized tubular scaffolding (approximate position)

(Building name)- Envelope It collects all the actions related to the envelope of the building itself: • Restoration of terraces with leaks. • Restoration of gardeners with leaks. • Testing of services of both elements. • Demolition and restoration of cantilevered cornices (includes removal of metal purlin and formation of gutters) • Sealing of thermal expansion joints. • General painting of facades and hardware.
(Building name)- Common areas This is the only subchapter that presents a lower level of chapters. It encompasses the works to be carried out in the common areas, not included in the envelope: • Painting in common areas: includes the painting of walls and other bodies in the surroundings of the buildings. Includes hardware. • Flooring in common areas: includes the complete removal of the pavement and the replacement of a similar one, but Class 3 according to CTE DB SUA • Wall-Acera. It includes the demolition and replacement of the retaining wall in the area where there are affected elements (Giralda and Doñana)
(Building name)- Safety and health and waste management of demolition and construction
This subchapter collects an estimation in relation to the safety and health measures and the correct management of waste. For this, estimated values are taken based on various construction treaties and the personal experience of the one who drafts this report, taking into account in each case: • Safety and health: 1.5-2% of the PEM • Waste management of demolition: 3.5-4% of the PEM

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Partial budget No. 1 Giralda No. Unit Description Measurement Price Amount

ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 1

1.1.- Giralda- Previous actions/Medium auxiliaries 1.1.1 Unit Transportation to the site and removal of telescopic hoist with articulated arm, diesel motor, 21 m maximum working height. Includes: Nothing. Project measurement criterion: Number of units planned, according to project documentation. Work measurement criterion: The number of units actually executed will be measured according to project specifications.

Units Length Width Height Partial Total 5 months approx 150 150,000
150,000 150,000 Total Unit …: 150,000 137.37 20,605.50 1.1.2 Unit Daily rental of telescopic hoist with articulated arm, diesel motor, 21 m maximum working height. Measurement criterion: Economic valuation: The price includes maintenance and civil liability insurance. Includes: Periodic review to guarantee its stability and safety conditions. Project measurement criterion: Number of units planned, according to project documentation. Work measurement criterion: Amortization in the form of daily rental, according to conditions defined in the contract signed with the supplier company.

Units Length Width Height Partial Total 1 1,000
1,000 1,000 Total Unit …: 1,000 185.35 185.35 1.1.3 Unit Transportation and removal of volume scaffolding, formed by 200 m³ of galvanized steel tube structure in hot form, 48.3 mm diameter and 3.2 mm thickness, and 100 m² working platform, located up to 20 m maximum height. Includes: Nothing. Project measurement criterion: Number of units planned, according to project documentation. Work measurement criterion: The number of units actually executed will be measured according to project specifications.

Units Length Width Height Partial Total 5 5,000
5,000 5,000 Total Unit …: 5,000 390.82 1,954.10

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Partial budget No. 1 Giralda No. Unit Description Measurement Price Amount

ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 2

1.1.4 Unit Rental, for 120 natural days, of volume scaffolding, formed by 200 m³ of galvanized steel tube structure in hot form, 48.3 mm diameter and 3.2 mm thickness, and 100 m² working platform, located up to 20 m maximum height, interior staircase with trapdoor and rear handrail with two bars and footrest, and front handrail with one bar. Including monthly review of scaffolding by the installation company, according to R.D. 2177/2004, to guarantee its stability and safety conditions. Includes: Periodic review to guarantee its stability and safety conditions. Project measurement criterion: Number of units planned, according to project documentation. Work measurement criterion: Amortization in the form of daily rental, according to conditions defined in the contract signed with the supplier company, considering a minimum of 300 m³ of structure volume, 100 m² of working platform surface, and 15 natural days.

Units Length Width Height Partial Total 5 5,000
5,000 5,000 Total Unit …: 5,000 2,557.20 12,786.00 1.1.5 Unit Assembly and disassembly of normalized tubular scaffolding, multidirectional type, up to 20 m maximum working height, formed by galvanized steel tube structure in hot form, with less than 50% of vertical elements duplicated, and 60 cm wide working platforms; for execution of 420 m² facade, according to mounting plans, considering a maximum distance of 20 m between the material discharge point and the farthest point of the assembly. Including mounting and dismounting of flexible mesh, type mosquito net monofilament, of 100% polyethylene, accessories, protection systems, anchors, and replacements. Includes: Replanting of supports. Cleaning and preparation of the supporting surface and protection of the affected areas. Mounting and placement of components. Placement of the working platform. Placement of protection, access, and signaling elements. Load test. Disassembly and removal of scaffolding. Project measurement criterion: Number of units planned, according to safety and health study or basic study.

Total Unit …: 1,000 3,494.72 3,494.72

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Partial budget No. 1 Giralda No. Unit Description Measurement Price Amount

ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 3

1.1.6 Unit Rental, for 30 natural days, of normalized tubular scaffolding, multidirectional type, up to 20 m maximum working height, formed by galvanized steel tube structure in hot form, 48.3 mm diameter and 3.2 mm thickness, with less than 50% of vertical elements duplicated, composed of 60 cm wide working platforms, disposed every 2 m of height, interior staircase with trapdoor, rear handrail with two bars and footrest, and front handrail with one bar; for execution of 420 m² facade, considering as facade surface the resulting product of the projection in plan of the perimeter most salient of the facade by the maximum working height of the scaffolding. Including flexible mesh, type mosquito net monofilament, of 100% polyethylene, and monthly review of scaffolding by the installation company, according to R.D. 2177/2004, to guarantee its stability and safety conditions. Includes: Periodic review to guarantee its stability and safety conditions. Project measurement criterion: Number of units planned, according to project documentation. Work measurement criterion: Amortization in the form of daily rental, according to conditions defined in the contract signed with the supplier company, considering a minimum of 250 m² of facade and 15 natural days.

Units Length Width Height Partial Total 1 month- Southeast elevation 1 1,000
1,000 1,000 Total Unit …: 1,000 1,485.76 1,485.76 Total subchapter 1.1.- Giralda- Previous actions/Medium auxiliaries: 40,511.43 1.2.- GI- Envelope 1.2.1 m² Manual application of two hands of plastic paint, white color, matte finish, smooth texture, the first hand diluted with 15 to 20% water and the next hand diluted with 5 to 10% water or undiluted, (yield: 0.1 l/m² each hand); previous application of one hand of acrylic primer, regulator of absorption, on exterior mortar of cement.
Measurement criterion: Economic valuation: The price includes protection of elements in the environment that may be affected during the works and resolution of singular points. Includes: Preparation, cleaning, and previous sanding of the support. Preparation of the mixture. Application of one hand of base. Application of two hands of finish.
Project measurement criterion: Measured surface according to project documentation, with the same criterion as the base support. Work measurement criterion: The actually executed surface will be measured according to project specifications, with the same criterion as the base support.

Facade NE Units Surface Width Length Partial Total Ground Floor
Zone with ramps (pillars and vertical parts of ramps) 2.5 28,700 71,750

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Partial budget No. 1 Giralda No. Unit Description Measurement Price Amount

ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 4

Zone between ramps (pillars, gardeners, handrails, petos) 5 99,350 496,750

Ground Floor
Canto de forjado y goterón 1 0.450 95,000 42,750
Peto de 1 metro (includes gardeners) 2 1.100 102,300 225,060
Peto and partitions between apartments 2.60 m of height 2 2.600 48,000 249,600

Circular pillars 2.60 m of height 20 2.600 1,250 65,000
Square pillars 2.60 m of height 1 2.600 10,600 27,560
Moldura curva sobre ventanas 5 0.200 1,000 1,000
Ground Floor
Canto de forjado y goterón 1 0.450 95,600 43,020
Peto de 1 metro (includes gardeners) 2 1.100 103,500 227,700
Peto and partitions between apartments 2.60 m of height 2 2.600 42,100 218,920

Circular pillars 2.60 m of height 20 2.600 1,250 65,000
Square pillars 2.60 m of height 1 2.600 10,600 27,560
Moldura curva sobre ventanas 5 0.200 1,500 1,500
Ground Floor
Canto de forjado y goterón 1 0.450 98,000 44,100
Peto de 1 metro (includes gardeners) 2 1.100 103,500 227,700
Peto and partitions between apartments 2.60 m of height 2 2.600 32,150 167,180

Square pillars 2.60 m of height 1 2.600 10,000 26,000
Moldura curva sobre ventanas 5 0.200 2,500 2,500
Ground Floor
Canto de forjado y goterón 1 0.450 98,600 44,370
Peto de 1 metro (includes gardeners) 2 1.100 101,400 223,080
Peto and partitions between apartments 2.60 m of height 2 2.600 25,100 130,520

Square pillars 2.60 m of height 1 2.600 10,300 26,780
Moldura curva sobre ventanas 5 0.200 3,300 3,300
Ground Floor
Alero central 1 1.150 59,000 67,850
Alero esquinas 2 0.500 12,500 12,500
Semicírculos en esquinas 2 1.700 3,400
Shunt grande 5 2.600 5,000 65,000
Shunt pequeño 20 1.000 2,400 48,000
Terraza en P5 (includes painted gardeners) 8 14,000 2,000 224,000
Terraza en P5 esquina (includes painted gardeners) 2 17,000 2,000 68,000

3,147,450 3,147,450 Facade SO Units Surface Width Length Partial Total Ground Floor
Terraces between portals (includes perimeter wall, partition between apartments, shunt of ventilation) 4 76,500 306,000

Terraza en esquina 2 44,000 88,000
Ground Floor-Second-Fourth-Fifth

Terraces between modules of stairs (includes gutters, cantilevered cornices, peto perimeter and partitions between apartments) 16 71,750 1,148,000

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Partial budget No. 1 Giralda No. Unit Description Measurement Price Amount

ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 5

Terraces in corners (includes gutters, cantilevered cornices, peto perimeter and partitions between apartments) 8 43,000 344,000

Ground Floor
Alero central (includes gutters) 4 1.150 11,500 52,900
Alero esquinas (includes gutters) 2 1.150 6,150 14,145
Hastiales in roof over modules of escalera 10 6,300 63,000

Shunt pequeño 13 1.200 2,400 37,440
Terraza en P6 (includes painted gardeners) 10 2.000 13,500 270,000
2,323,485 2,323,485 Facade SE Units Surface Width Height Partial Total Borde ventana circular 4 0.650 2,600
Volumen central 1 42,000 42,000
Alero 1 0.500 15,000 7,500
52,100 52,100 Facade NO Units Surface Width Height Partial Total Borde ventana circular 4 0.650 2,600
Volumen central 1 42,000 42,000
Alero 1 0.500 15,000 7,500
52,100 52,100 5,575,135 5,575,135 Total m² …: 5,575,135 11.56 64,448.56

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Partial budget No. 1 Giralda No. Unit Description Measurement Price Amount

ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 6

1.2.2 m² Manual application of two hands of plastic paint, color to choose, matte finish, smooth texture, the first hand diluted with 15 to 20% water and the next hand diluted with 5 to 10% water or undiluted, (yield: 0.1 l/m² each hand); previous application of one hand of acrylic primer, regulator of absorption, on exterior mortar of cement.
Measurement criterion: Economic valuation: The price includes protection of elements in the environment that may be affected during the works and resolution of singular points. Includes: Preparation, cleaning, and previous sanding of the support. Preparation of the mixture. Application of one hand of base. Application of two hands of finish.
Project measurement criterion: Measured surface according to project documentation, with the same criterion as the base support. Work measurement criterion: The actually executed surface will be measured according to project specifications, with the same criterion as the base support.

Facade NE Units Length Surface Height Partial Total Ground Floor (ramp zone) 1 50,300 3,800 191,140
Ground Floor (zone between ramps and corners) 1 67,800 2,600 176,280

Ground Floor (vertical closure) P1-P4 4 85,750 2,600 891,800
Roof Ground Floor (includes gutters and moldings and capitals of pillars) 1 286,000 286,000

Roof P1 (includes gutters and moldings and capitals of pillars) 1 247,000 247,000

Roof P2 (includes gutters and moldings and capitals of pillars) 1 204,000 204,000

Roof P3 (includes gutters and moldings and capitals of pillars) 1 195,000 195,000

Roof P4 (includes gutters and moldings and capitals of pillars) 1 114,000 114,000

Space next to semicircle in corner P4 2 3,700 7,400

Canto de alero in P5 2 2,600 0.500 2,600
8 4,500 0.500 18,000
Coronación shunt grande 5 5,000 1,500 37,500
Coronación shunt pequeño 20 2,400 1,000 48,000
2,418,720 2,418,720

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Partial budget No. 1 Giralda No. Unit Description Measurement Price Amount

ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 7

Facade SO Units Length Surface Height Partial Total Ground Floor (closure) P1-P5 5 78,000 2,600 1,014,000
Roof P1-P4 (includes gutters) 16 17,000 272,000
Roof P1-P4 (includes gutters) corners 8 16,000 128,000
Roof P5 (horizontal part of alerón) 1 98,000 98,000
Coronación shunt pequeño 20 2,400 1,000 48,000
Canto de alero in P6 10 3,600 0.500 18,000
1,578,000 1,578,000 Facade SE Units Surface Width Height Partial Total Closure vertical 1 210,000 210,000
Canto de alero central P4 1 4,200 0.500 2,100
212,100 212,100 Facade NO Units Length Width Height Partial Total Closure vertical 1 210,000 210,000
Canto de alero central P4 1 4,200 0.500 2,100
212,100 212,100 4,420,920 4,420,920 Total m² …: 4,420,920 11.56 51,105.84 1.2.3 m² Manual application of two hands of synthetic enamel with rapid drying, on handrails of ramps, based on alkyd resins, color to choose, glossy finish, (yield: 0.077 l/m² each hand); previous application of one hand of synthetic primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior handrail with guardrail and between vertical and horizontal bars, of steel.
Includes: Preparation and cleaning of the supporting surface. Application of one hand of primer. Application of two hands of finish. Painting of both faces and of anchoring plates to the floor.
Measurement criterion: Economic valuation: The price includes protection of elements in the environment that may be affected during the works and resolution of singular points. Project measurement criterion: Measured surface of the surrounding polygon, according to project documentation, by one face, without subtracting holes. Work measurement criterion: The actually executed surface of the surrounding polygon will be measured according to project specifications, by one face.

Facade NE Units Length Width Height Partial Total Ground Floor (ramp zone) 1 16,500 1,000 16,500
Ground Floor (zone between ramps and corners) 1 16,500 1,000 16,500
Ground Floor (zone between ramps and corners) 1 16,500 1,000 16,500
Ground Floor (zone between ramps and corners) 1 16,500 1,000 16,500
Ground Floor (zone between ramps and corners) 1 16,500 1,000 16,500
82,500 82,500 Total m² …: 82,500 23.18 1,912.35 1.2.4 Unit Manual application of two hands of synthetic enamel with rapid drying, based on alkyd resins, color to choose, glossy finish, (yield: 0.077 l/m² each hand); previous application of one hand of synthetic primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior carpentry of access to terraces in ground floor of 70x100cm, with between vertical and horizontal bars, of steel.
Includes: Preparation and cleaning of the supporting surface. Application of one hand of primer. Application of two hands of finish. Painting of both faces.
Measurement criterion: Economic valuation: The price includes protection of elements in the environment that may be affected during the works and resolution of singular points. Project measurement criterion: Units. Work measurement criterion: Units.

Facade NE Units Length Width Height Partial Total Ground Floor (ramp zone) 2 2,000
Ground Floor (ramp zone) 2 2,000
Ground Floor (ramp zone) 2 2,000
Ground Floor (ramp zone) 2 2,000
Ground Floor (ramp zone) 2 2,000
10,000 10,000 Total Unit …: 10,000 26.98 269.80

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Partial budget No. 1 Giralda No. Unit Description Measurement Price Amount

ANNEX 2.3. ECONOMIC ESTIMATION Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 8

1.2.5 m² Manual application of two hands of synthetic enamel with rapid drying, based on alkyd resins, color to choose, glossy finish, (yield: 0.077 l/m² each hand); previous application of one hand of synthetic primer with rapid drying, based on alkyd resins, gray color, matte finish (yield: 0.125 l/m²), on exterior handrail with between vertical and horizontal bars, of steel.
Includes: Preparation and cleaning of the supporting surface. Application of one hand of primer. Application of two hands of finish.
Measurement criterion: Economic valuation: The price includes protection of elements in the environment that may be affected during the works and resolution of singular points. Project measurement criterion: Measured surface of the surrounding polygon, according to project documentation, by one face, without subtracting holes. Work measurement criterion: The actually executed surface of the surrounding polygon will be measured according to project specifications, by one face.

Facade NE Units Length Width Height Partial Total P1 (curves) 10 3,800 0.300 11,400
P1 (rectangles) 1 28,100 0.300 8,430
P2 (curves) 10 3,050 0.450 13,725
P2 (rectangles) 1 22,700 0.450 10,215
P3 (curves) 10 2,300 0.600 13,800
P3 (rectangles) 1 20,900 0.600 12,540
P4 (curves) 10 1,550 0.750 11,625
P4 (rectangles) 1 20,800 0.750 15,600
97,335 97,335 Facade SO Units Length Width Height Partial Total P2-P5 (rectangles) 32 1,300 0.750 31,200
8 1,950 0.750 11,700
42,900 42,900 Facade SE Units Length Width Height Partial Total P2 (curves) 1 2,800 0.450 1,260
P3 (rectangle) 1 1,800 0.600 1,080
P4 (rectangle) 1 1,500 0.750 1,125
P5 (rectangle) 1 1,300 0.900 1,170
4,635 4,635 Facade NO Units Length Width Height Partial Total P1 (curve) 1 2,950 0.450 1,328