Partial Budget Nº5 — Mezquita
| Reference | 2026-partial-budget-no5-mezquita |
|---|---|
| Document Type | Budget budget |
| Date | 2026-12-31 (30 December 2026) |
| Issued by | Adenjo Gestión SL |
| Affects | All buildings (5 of 5) |
| Available in | ENESSVARFR |
| Storage ?Cryptographic hash for verifying that this file matches the original on record. | r2://architect/Partial_Budget_No5_Mezquita.pdf |
Owner-prepared summary. Original document is the authoritative source.
At a glance
- The document is Partial Budget No. 5 for the Mezquita project, dated 31 December 2026.
- It details exterior porcelain stoneware pavement work in common areas, with a total sub‑chapter amount of €104,904.93.
- The pavement section lists a measured surface of 884.580 m², a unit price of €69.42, and an amount of €61,407.54, resulting in a sub‑chapter subtotal of €77,294.60 for sub‑chapter 5.3.2.
- The safety and health sub‑chapter includes individual and collective protection equipment (1 unit at €6,074.22) and transport of inert construction waste (1 unit at €14,173.19), totaling €20,247.41.
- The overall partial budget totals €425,195.80.
Page 1
Partial budget nº 5 Mezquita Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 171 5.3.2.3 M² External pavement of technical porcelain stoneware pieces, 400x400x10 mm, medium range, water absorption E<0,1%, BIa group, according to UNE-EN 14411, with slip resistance Rd>45 according to UNE-EN 16165 and slipperiness class 3 according to CTE; breaking load >3000 N; flexural strength >45 N/mm². SUPPORT: cement mortar. INSTALLATION: in thin layer and by double gluing with improved cement adhesive, C2 TE, according to UNE-EN 12004, with reduced slip and extended open time. JOINTING: with improved cement joint mortar, with reduced water absorption and high abrasion resistance type CG 2 W A, gray color, in 2 mm thick joints. Includes: Cleaning and checking of the support surface. Replanning of finish levels. Replanning of the arrangement of pieces and movement joints. Application of adhesive. Installation of crucetas. Installation of pieces at the tip of the trowel. Formation of partition, perimeter and structural joints. Grouting. Elimination and cleaning of surplus material. Final cleaning of the pavement. Includes the installation of pavement in ramp and staircase areas (steps and landings). Measurement criterion of project: Useful surface, measured according to graphic documentation of Project. The measurement has not been increased by breaks and cuts, since in the decomposition a 5% more of pieces has been considered. Measurement criterion of work: The surface actually executed will be measured according to Project specifications. Uds. Sup Width High Partial Subtotal Flat roof next to NE façade, ground floor, coefficient x1.2 1,2 532,600 639,120 Staircase area next to SE façade, coefficient x2 2 12,400 24,800 Ramp area next to access pergola, coefficient x1.2 1,2 64,800 77,760 Staircase area next to NE façade 1 23,100 23,100 Stairs in north area, coefficient x2 2 5,200 10,400 2 6,100 12,200 1,5 64,800 97,200 884,580 884,580 Total m² …: 884,580 69,42 61.407,54 Total subchapter 5.3.2.- Pavement in Common Areas: 77.294,60 Total subchapter 5.3.- Common Areas Mezquita: 104.904,93 5.4.- Mezquita-Safety and Health and Waste Management of demolition and Construction
Page 2
Partial budget nº 5 Mezquita Nº Ud Description Measurement Price Amount ANNEX 2.3. ECONOMIC ESTIMATE Conjunto Señorío de Aloha, CP 29660 (Málaga) Page 172 5.4.1 Ud Set of individual and collective protection systems, necessary for compliance with current regulations on Safety and Health at Work. Including maintenance in safe conditions during the entire period of time required, repair or replacement and transportation to storage or container removal place. Includes: Nothing. Measurement criterion of project: Number of units planned, according to Safety and Health Study or Basic Safety and Health Study. Measurement criterion of work: The number of units actually installed will be measured according to Safety and Health Study or Basic Safety and Health Study specifications. Uds. Long Width High Partial Subtotal Approx. 1,5%-2% of PEM 1 1,000 1,000 1,000 Total Ud …: 1,000 6.074,22 6.074,22 5.4.2 Ud Transport of unclassified inert waste mixture produced in construction and/or demolition works, with 7 m³ container, to specific landfill, external construction and demolition waste treatment plant or waste valorization or elimination center. Including delivery, rental and collection service at work of the container. Economic valuation criterion: The price includes the dumping canon for waste delivery. Includes: Loading the container onto the truck. Transport of construction waste to specific landfill, external construction and demolition waste treatment plant or waste valorization or elimination center. Measurement criterion of project: Number of units planned, according to graphic documentation of Project. Measurement criterion of work: The number of units actually transported will be measured according to Project specifications. Uds. Long Width High Partial Subtotal Estimation 3,5-4% of PEM approx. 1 1,000 1,000 1,000 Total Ud …: 1,000 14.173,19 14.173,19 Total subchapter 5.4.- Mezquita-Safety and Health and Waste Management of demolition and Construction: 20.247,41 Total partial budget nº 5 Mezquita : 425.195,80