AndyNr crtSimbol articolDenumire Calcul explicitUMCantitatea totala1TSA01B1Indepartare strat vegetal (7.03+1) x (10.23+1) x0.2 = 18.03mc182TSA02E1Sapatura manuala fundatie Axa A: 4.43x0.55x0.6=1.46 Axa B :6.40x0.55x0.6=2.09 Axa C: 4.43x0.55x0.6=1.40 Axa D: 3.93x0.55x0.6=1.29 Axa E: 10.23x0.55x0.6=3.37 Axa 1: 6.03x0.55x0.6=1.98 Axa 2: 2.04x0.55x0.6=0.67 Axa 3: 6.03x 0.55x0.6=1.98 Axa 4: 6.03x0.55x0.6=1.98mc173TSD01B1Imprastierea cu lopata a pamantului afanatmc174CA01B1Turnarea betonului simplu marca B150 in fundatii continue la pereti Axa A: 4.43x0.55x0.8=1.94 Axa B :6.36x0.55x0.8=2.79 Axa C8: 4.26x0.55x0.8=1.87 Axa D: 3.93x0.55x0.8=1.72 Axa E: 10.23x0.55x0.8=4.5 Axa 1: 6.03x0.55x0.8=2.65 Axa 2: 2.04x0.55x0.8=0.89 Axa 3: 6.03x 0.55x0.8=2.65 Axa 4: 6.03x0.55x0.8=2.65mc175CA02D1Turnarea betonului armat in cuzineti Axa A: 4.43x0.50x0.4=0.88 Axa B :6.36x0.50x0.4=1.27 Axa C8: 4.26x0.50x0.4=0.85 Axa D: 3.93x0.50x0.4=0.78 Axa E: 10.23x0.50x0.4=2.04 Axa 1: 6.03x0.50x0.4=1.20 Axa 2: 2.04x0.50x0.4=0.40 Axa 3: 6.03x 0.50x0.4=1.20 Axa 4: 6.03x0.50x0.4=1.20mc106CG32B1Umpluturi in straturi cu pamant compactate mecanic (7.03x10.23) - ( 4.43x0.5 +6.36x0.5+ 4.26x0.5+ 3.93x0.5+10.23x0.5+6.03x0.5+2.04x0.5+6.03x0.5+6.03x0.5) x 0.2=9.45mc107CG32D1Umpluturi in straturi ,executate cu piatra sparta si nisip compactate mecanic [(7.03x10.23) - ( 4.43x0.5 +6.36x0.5+ 4.26x0.5+ 3.93x0.5+10.23x0.5+6.03x0.5+2.04x0.5+6.03x0.5+6.03x0.5) ]x 0.2=9.45mc108IZF04F1Strat hidroizolant cu bitum (7.03x10.23) - ( 4.43x0.5 +6.36x0.5+ 4.26x0.5+ 3.93x0.5+10.23x0.5+6.03x0.5+2.04x0.5+6.03x0.5+6.03x0.5) = 47.24mp489CA02J1Turnare beton armat la constructii cu H