REHABI-LI-TAR. Gestió i promoció de la rehabilitació SLU
CODEUDESCRIPTIONQUANTITYPRICE (€)Amount (€)IMPACT OF LABOR (€)MANPOWER (H)IMPACT OF LABOR (%)
RE0534u

Implementation plan coves and tests in residential building (20 IU)

1,006.649,846.649,84990,0054,0014,89
Running campaign coves and testing laboratory accredited in building with concrete structure for a building with 20 units of inspection, based on a plan drawn up in accordance with the 'Guide to the Inspection and Evaluation Bathroom hormigón using existing structures in buildings' by the Valencian Institute of Building IVE (DRB 05/09) and the opinion of the technical editor. As guidance and prior evaluation, consider the following jobs to run, according to a quantified value estimated average equivalent to 10 units of inspection for each inspection area of ​​the building: - 6 units of extraction and trial testimony concrete pillar or beam (PT + CM). 1 unit per zone. - 24 units for determining the speed of propagation of ultrasound beams and pillars. 4 units per zone. - one to study the correlation between concrete witnesses and ultrasound. - 24 units for determining beam section, its condition and characteristics of concrete (CM). 4 units per zone. - 72 units for determining beam section and its condition (CV). 12 units per zone. - 72 units for determining and armor section in pillar or beam (CV + CD). 12 units per zone. - 2 units for determining the geometry of a forging. One unit for every three zones. - 2 units for determining the geometry of a shoe fundamentals. One unit for every three zones. - 2 units for determining the geometry and composition of building facade. One unit for every three zones. - 2 units for determining the geometry and composition of deck building. One unit for every three zones. - 6 units of extraction and micro test tubes in concrete beams (PT). 1 unit per zone. - 2 units for the determination of resistance to traction pulling anchor. One unit for every three zones. - 2 units for the determination of resistance to shear pulling anchor. One unit for every three zones. - 1 units for report writing and compilation of results and coves. 1 unit for 20 zones. Includes preparation and aid work and replacement of deleted items. Not included: auxiliary means for heights greater than 3.5 m or replacement coatings.
%01a%Ancillary costs of labor0,02
%02%indirect costs0,03
%Estimating the degree of difficulty or uncertainty (normal 1.00)1,00
RE0519uExtraction and testing of witness concrete pillar or beam (PT + CM)3,00128,75386,25
RE0520uDetermination ultrasound propagation velocity pillars and beams12,008,2498,88
RE0521uStudy of correlation between ultrasound and witnesses concrete1,00123,60123,60
RE0522uDetermination section of concrete beam and characteristics (CM)12,0094,861.138,32
RE0523uDetermination section beam and its condition (CV)36,0029,041.045,44990,0054,00
RE0524uDetermination section and armor in pillar or beam (CV + CD)36,0041,201.483,20
RE0525uDetermining the geometry of a forged1,00154,50154,50
RE0526uDetermination of a shoe geometry basics1,00360,50360,50
RE0527uDetermination of geometry and composition of building facade1,00133,90133,90
RE0528uDetermination of geometry and composition of deck building1,00154,50154,50
RE0529uExtraction and testing of micro test tubes in concrete beams (PT)3,00113,30339,90
RE0530uDetermination of resistance to traction pulling anchor1,00123,60123,60
RE0531uDetermination of resistance to shear pulling anchor1,00180,25180,25
RE0532uReport and collecting coves and results1,00927,00927,00
observations:
Quantification of units to execute considered is subject to the ease and access permission from the owners. It is considered independent inspection unit each of the following: every home regardless of the surface; premises for commercial use, warehouse, garage or any other use other than housing on the same level and up to 200 m² of floor area or fraction.
written by Joaquim Iborra Posadas
company: REHABI-LI-TAR. Gestió i promoció de la rehabilitació SLU
update 30/04/2014
zone València
observations:
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Validated by Maigualida Soler Falcó
Validated date 24/11/2016
observations: