Modelo de Metrado Desarenador

DESARENADOR DATOS GENERALES DEL DESARENADOR CEMENTO F° 3/8 (Var) A = 3.40 e = 0.20 1.40 3.96 0.49 31.03 17 B = 1.00 em = 0.12 C = 1.00 ep = 0.20 H = 1.20 h = 1.00 EXCAVACION Vaso: 9.80 Incluir la pendiente del terreno Piso: 0.92 Cimentacion: 0.77 CIMENTACION A L H V K1 PIEDRA HORMIGON K2 CEMENTO 0.20 12.00 0.320 0.77 0.48 0.29 6.00 1.73 MUROS(Incluye Tabique central) A L H V K1 PIEDRA HORMIGON ARENA FINA K2 CEMENTO 0.20 12.00 1.100 2.83 0.00 0.00 2.83 7.00 19.81 CONCRETO 0.035 11.20 1.100 0.43 0.00 0.00 0.43 8.00 3.45 TARRAJEO 0.00 2.83 0.43 23.26 TAPA A L H V K1 PIEDRA HORMIGON K2 CEMENTO 1.40 1.40 0.150 0.29 0.00 0.00 0.29 6.00 1.76 CONCRETO 1.40 1.40 0.030 0.06 0.00 0.00 0.06 7.00 0.41 TARRAJEO 0.00 0.29 0.06 2.18 PISO A L H V K1 PIEDRA HORMIGON K2 CEMENTO 1.00 4.60 0.200 0.92 1.00 0.92 0.00 6.00 0.00 EMPEDRADO 1.00 4.60 0.120 0.55 0.00 0.00 0.55 7.00 3.86 MEZCLA 0.92 0.55 0.00 3.86 ACERO 3/8 A L K1 N LT K2 KG 1.10 12.00 0.30 4.67 56.00 0.58 32.48 H MUROS 12.00 1.10 0.30 41.00 45.10 0.58 26.16 V 4.80 1.20 0.30 17.00 20.40 0.58 11.83 H PISO 1.20 4.80 0.30 5.00 24.00 0.58 13.92 V 1.00 1.00 1.30 1.77 1.77 0.58 1.03 H TABIQUE 1.00 1.05 2.30 1.43 1.51 0.58 0.87 V 86.29 PIEDRA(M 3 ) HORMIGON(M 3 ) ARENA FINA(M 3 ) m 3 m 3 m 3 e e B e ep em H A H h H>h e e C

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Transcript of Modelo de Metrado Desarenador

DESARENADOR

DATOS GENERALES DEL DESARENADOR CEMENTO F° 3/8 (Var)A = 3.40 e = 0.20 1.40 3.96 0.49 31.03 17B = 1.00 em = 0.12C = 1.00 ep = 0.20H = 1.20h = 1.00

EXCAVACIONVaso: 9.80 Incluir la pendiente del terreno

Piso: 0.92 Cimentacion: 0.77

CIMENTACIONA L H V K1 PIEDRA HORMIGON K2 CEMENTO0.20 12.00 0.320 0.77 0.48 0.29 6.00 1.73

MUROS(Incluye Tabique central)A L H V K1 PIEDRA HORMIGON ARENA FINA K2 CEMENTO0.20 12.00 1.100 2.83 0.00 0.00 2.83 7.00 19.81 CONCRETO0.035 11.20 1.100 0.43 0.00 0.00 0.43 8.00 3.45 TARRAJEO

0.00 2.83 0.43 23.26

TAPAA L H V K1 PIEDRA HORMIGON K2 CEMENTO1.40 1.40 0.150 0.29 0.00 0.00 0.29 6.00 1.76 CONCRETO1.40 1.40 0.030 0.06 0.00 0.00 0.06 7.00 0.41 TARRAJEO

0.00 0.29 0.06 2.18

PISOA L H V K1 PIEDRA HORMIGON K2 CEMENTO1.00 4.60 0.200 0.92 1.00 0.92 0.00 6.00 0.00 EMPEDRADO1.00 4.60 0.120 0.55 0.00 0.00 0.55 7.00 3.86 MEZCLA

0.92 0.55 0.00 3.86

ACERO 3/8A L K1 N LT K2 KG1.10 12.00 0.30 4.67 56.00 0.58 32.48 H

MUROS12.00 1.10 0.30 41.00 45.10 0.58 26.16 V4.80 1.20 0.30 17.00 20.40 0.58 11.83 H

PISO1.20 4.80 0.30 5.00 24.00 0.58 13.92 V1.00 1.00 1.30 1.77 1.77 0.58 1.03 H

TABIQUE1.00 1.05 2.30 1.43 1.51 0.58 0.87 V86.29

PIEDRA(M3) HORMIGON(M3) ARENA FINA(M3)

m3 m3

H>h