Technical Services - Comprehensive Rehabilitation

CodiUDescripcióPreu
RE0533u

Implementation and testing plan creeks in residential building (10 IU)

Running campaign coves and testing laboratory accredited in building with concrete structure for a building with 10 units of inspection, based on a plan drawn up in accordance with the 'Guide to the Inspection and Evaluation Bathroom Concrete structures in existing buildings' by the Valencian Institute of Building IVE (DRB 05/09) and the criteria of the technical editor. As guidance and prior assessment, consider the following works to be executed, 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 per unit area. - 24 units for determining the speed of propagation of ultrasound beams and pillars. 4 units per zone. - One to study the correlation between ultrasound and concrete witnesses. - 24 units for determination section beam, their characteristics and condition of the 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 the determination of geometry and composition of building facade. One unit for every three zones. - 2 units for the determination of 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 per unit area. - 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.

6.457,24 €
RE0534u

Implementation and testing plan creeks in residential building (20 IU)

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 Concrete structures in existing buildings' by the Valencian Institute of Building IVE (DRB 05/09) and the criteria of the technical editor. As guidance and prior assessment, consider the following works to be executed, 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 per unit area. - 24 units for determining the speed of propagation of ultrasound beams and pillars. 4 units per zone. - One to study the correlation between ultrasound and concrete witnesses. - 24 units for determination section beam, their characteristics and condition of the 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 the determination of geometry and composition of building facade. One unit for every three zones. - 2 units for the determination of 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 per unit area. - 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.

6.457,24 €
RE0535u

Implementation and testing plan creeks in residential building (50 IU)

Running campaign coves and testing laboratory accredited in building with concrete structure for a building with 50 units of inspection, based on a plan drawn up in accordance with the 'Guide to the Inspection and Evaluation Bathroom Concrete structures in existing buildings' by the Valencian Institute of Building IVE (DRB 05/09) and the criteria of the technical editor. As guidance and prior assessment, consider the following works to be executed, according to a quantified value estimated average equivalent to 12 units of inspection for each inspection area of ​​the building: - 6 units of extraction and trial testimony concrete pillar or beam (PT + CM). 1 per unit area. - 24 units for determining the speed of propagation of ultrasound beams and pillars. 4 units per zone. - One to study the correlation between ultrasound and concrete witnesses. - 24 units for determination section beam, their characteristics and condition of the 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 the determination of geometry and composition of building facade. One unit for every three zones. - 2 units for the determination of 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 per unit area. - 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.

10.430,75 €