REHABI-LI-TAR. Gestió i promoció de la rehabilitació SLU
CodeOneDescriptionAmountPrice (€)Amount (€)Impact of labor (€)Labor (h)Impact of labor (%)

Reinforcement of wooden slab on its upper face, by means of metal pieces.

Reinforcement of beams and wooden slab beams by means of the placement, on its upper face, of 6.5 kg/m of piece of steel UNE-EN 10025 S275JO composed by hot laminated profiles of the LD, LD LD. , T, round, square, rectangular and platin, with anti -corrosive use layer, worked in workshop; anchored to the beam with 10 linear meter fixations formed by screws of a zinched steel, 7 mm in diameter and 90 mm long; Attacked between the beam and the metal piece of reinforcement with M-15 cement mortar; Refunded between metallic reinforcements with light concrete HLE-25/B/10/IIA, density between 1200 and 1500 kg/m³, (minimum amount of cement 275 kg/m³), made of central; Placement of electrosolded mesh Me 20x20 Ø 5-5 B 500 t 6x2,20 UN-EN 10080, dumped and extended of a layer of 4 cm of concrete ha-25/b/12/iia manufactured in central . Even p/p of chopped in the support walls on the delivery of the beam, to receive the profile; execution of stretch marks on the upper side of the beams, by chainsaw, to attach in them the metal reinforcement; massive of the deliveries of the metal pieces on the wall; Cleaning of the upper face of the slab and repair of the work of how much damage originates for reasons of transport, handling or assembly. Not include demolition of the existing layers on the upper face of the wooden beams, the cleaning and the sanitized of the joists.
%01a%Auxiliary costs on the labor0,021,38
%02%Indirect costs0,034,11
%Estimation of the degree of difficulty or uncertainty (normal: 1.00)1,00
REU0554kgSteel profile UNE-EN 10025 S275JO, for reinforcement of wooden beams and beams on the upper face, Lycea, composed of hot laminated profiles of the L, LD, T, Round, Square, Rectangular and Pletina series, worked. In a workshop, hot galvanized.10,804,6550,22
REU0555uSteel spread thread dropped with hexagonal head, 7 mm in diameter, 90 mm long and quality 5.6 according to UNE-EN ISO 898-1.18,000,122,16
REU0113CEM II/B-P 32.5 n cement mortar, hydrofugo, type M-10, work with 380 kg/m³ of cement and a proportion to volume 1/4.0,04143,155,44
REU0468Concrete light compression resistance 2.5 MPA, 500 kg/m³ density, thermal conductivity 0.116 W/(MK), work with 1,100 liters of expanded clay, of granulometry between 10 and 20 mm, density 275 kg /m³ and 150 kg of Portland cement with CEM II/B-L 32.5 R limestone, according to UNE-EN 197-1.0,06134,008,04
REU0456Malla electrosoldada Me 20x20 Ø 5-5 B 500 t 6x2.20 UNE-EN 10080.1,101,852,04
REU0448hChainsAW gasoline, 50 cm from the sword and 3.2 hp of power.0,203,550,710,710,20
MOU0023hSpecialist pawn under construction. Professional level XI (Source: IVE). / More information0,2515,503,883,880,25
MOU0005h1st officer under construction. Professional level VIII (Source: IVE). / More information2,0017,9335,8635,862,00
MOU0006hOrdinary pawn under construction. Professional level XII (Source: IVE). / More information2,0014,3128,6228,622,00
Company: REHABI-LI-TAR. Gestió i promoció de la rehabilitació SLU
Update 31/10/2014
Zone València
Remarks: AO0002-PK0040
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Validated by date 00/00/0000
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