Download - metrado real coñooo
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Nº PARTIDA UND a(ancho) h(altura) L(largo)EXCAVACION C-CSECCION D-DEJE A m3 0.6 1 36.18EJEC m3 0.6 1 32.72EJE D m3 0.6 1 31.46EJE EXTRA m3 0.6 1 11.45
SECCION A-AEJE 1 m3 0.6 1.05 5.05EJE 10 m3 0.6 1.05 7.3
SECCION B-Beje 2 m3 0.6 1.05 3.04eje3 m3 0.6 1.05 3.04eje 4 m3 0.6 1.05 4.54eje 5 m3 0.6 1.05 4.54eje 6 m3 0.6 1.05 3.04eje 7 m3 0.6 1.05 3.04eje 8 m3 0.6 1.05 1.41eje 9 m3 0.6 1.05 3.04EJE EXTRA m3 0.6 1.05 7.32
SECCION C-Ceje 2 m3 0.6 1.05 0.95eje3 m3 0.6 1.05 0.95eje 4 m3 0.6 1.05 0.95eje 5 m3 0.6 1.05 0.95eje 6 m3 0.6 1.05 0.95eje 7 m3 0.6 1.05 0.95eje 8 m3 0.6 1.05 2.58eje 9 m3 0.6 1.05 0.95
UND a(ancho) h(altura) L(largo)ZAPATASZ01 m3 1.45 1.15 1.7Z 02 m3 1.15 1.15 1.25Z03 m3 1.15 1.15 1.2Z 04 m3 0.9 1.15 1.1
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CONCRETO SIMPLESUB ZAPATAS UND a(ancho) h(altura) L(largo)Z01 m3 1.45 0.3 1.7Z02 m3 1.15 0.3 1.25Z03 m3 1.15 0.3 1.2Z04 m3 0.9 0.3 1.1
CIMIENTOS UND a(ancho) h(altura) L(largo)SECCION D-DEJE A m3 0.6 0.5 36.18EJEC m3 0.6 0.5 32.72EJE D m3 0.6 0.5 31.46EJE EXTRA m3 0.6 0.5 11.45
SECCION A-AEJE 1 m3 0.6 0.5 5.05EJE 10 m3 0.6 0.5 7.3
SECCION B-Beje 2 m3 0.6 0.5 3.99eje3 m3 0.6 0.5 3.99eje 4 m3 0.6 0.5 5.49eje 5 m3 0.6 0.5 5.49eje 6 m3 0.6 0.5 3.99eje 7 m3 0.6 0.5 3.99eje 8 m3 0.6 0.5 3.99eje 9 m3 0.6 0.5 3.99EJE EXTRA m3 0.6 0.5 7.32
SECCION C-Ceje 2 m3 0.6 0.5 0.95eje3 m3 0.6 0.5 0.95eje 4 m3 0.6 0.5 0.95eje 5 m3 0.6 0.5 0.95eje 6 m3 0.6 0.5 0.95eje 7 m3 0.6 0.5 0.95eje 8 m3 0.6 0.5 2.58eje 9 m3 0.6 0.5 0.95
SOBRECIMIENTOSSECCION D-DEJE A m3 0.15 0.35 43.95EJEC m3 0.15 0.5 45.88EJE D m3 0.15 0.5 40.38EJE EXTRA m3 0.15 0.5 15.85
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SECCION A-AEJE 1 m3 0.25 0.45 7.5EJE 10 m3 0.25 0.45 7.15
SECCION B-Beje 2 m3 0.25 0.45 4.63eje3 m3 0.25 0.45 4.63eje 4 m3 0.25 0.45 4.63eje 5 m3 0.25 0.45 4.63eje 6 m3 0.25 0.45 4.63eje 7 m3 0.25 0.45 4.63eje 8 m3 0.25 0.45 4.63eje 9 m3 0.25 0.45 4.63EJE EXTRA m3 0.25 0.45 4.63
SECCION C-Ceje 2 m3 0.6 0.5 2eje3 m3 0.6 0.5 2eje 4 m3 0.6 0.5 5.2eje 5 m3 0.6 0.5 5.45eje 6 m3 0.6 0.5 2eje 7 m3 0.6 0.5 2eje 8 m3 0.6 0.5 3.35eje 9 m3 0.6 0.5 2
COLUMNAS ancho largo alturaC-1 m3 0.25 0.5 3.55C-2 m3 0.25 0.5 3.55C-3 m3 0.25 0.5 3.55C-4 m3 0.25 0.5 3.55C-5 m3 0.25 0.25 3.55
VIGASVIGAS a h largoVC-101EJEA m2 0.25 0.5 43.95EJE C m2 0.25 0.5 45.88EJE D m2 0.25 0.5 40.38EJE EXTRA m2 0.25 0.5 15.85VC-102eje 1 m2 0.25 0.5 7.5eje2 m2 0.25 0.5 6.63eje 3 m2 0.25 0.5 6.63eje 4 m2 0.25 0.5 9.83eje 5 m2 0.25 0.5 10.08eje 6 m2 0.25 0.5 6.63eje 7 m2 0.25 0.5 6.63
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eje 8 m2 0.25 0.5 7.98eje 9 m2 0.25 0.5 6.63eje 10 m2 0.25 0.5 9.9
VIGAS DE CIMENTACIONSECCION D-DEJE A m3 0.15 0.5 49.05EJEC m3 0.15 0.5 49.05EJE D m3 0.15 0.5 43.55EJE EXTRA m3 0.15 0.5 16.5
SECCION A-AEJE 1 m3 0.25 0.4 7.75EJE 10 m3 0.25 0.4 7.75
SECCION B-Beje 2 m3 0.25 0.4 5.75eje3 m3 0.25 0.4 5.75eje 4 m3 0.25 0.4 9.45eje 5 m3 0.25 0.4 9.45eje 6 m3 0.25 0.4 5.75eje 7 m3 0.25 0.4 5.75eje 8 m3 0.25 0.4 8.4eje 9 m3 0.25 0.4 5.75
EJE EXTRA m3 0.25 0.4 6.55SECCION C-Ceje 2 m3 0.25 0.4 2eje3 m3 0.25 0.4 2eje 4 m3 0.25 0.4 5.2eje 5 m3 0.25 0.4 5.45eje 6 m3 0.25 0.4 2eje 7 m3 0.25 0.4 2eje 8 m3 0.25 0.4 3.35eje 9 m3 0.25 0.4 2
ENCOFRADO UND PERIMETRO L(LARGO) SUB TOTALVIGASVC-101EJEA m2 0.85 43.95 37.3575EJE C m2 0.85 45.88 38.998EJE D m2 0.85 40.38 34.323EJE EXTRA m2 0.85 15.85 13.4725VC-102eje 1 m2 0.85 7.5 6.375eje2 m2 0.85 6.63 5.6355eje 3 m2 0.85 6.63 5.6355
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eje 4 m2 0.85 9.83 8.3555eje 5 m2 0.85 10.08 8.568eje 6 m2 0.85 6.63 5.6355eje 7 m2 0.85 6.63 5.6355eje 8 m2 0.85 7.98 6.783eje 9 m2 0.85 6.63 5.6355eje 10 m2 0.85 9.9 8.415
COLUMNAS PERIMETRO LONGITUD VECESC-1 m2 1.5 3.55 16C-2 m2 1.5 3.55 17C-3 m2 1.5 3.55 2C-4 m2 1.5 3.55 10C-5 m2 1 3.55 1
LOSA ANCHO LARGO SUBTOTAL
L11,2-A,B m2 2.75 5.75 15.81252,3-A,B m2 2.75 5.75 15.81253,4-A,B m2 2.75 5.75 15.81254,5-A,B m2 2.75 5.75 15.81255,6-A,B m2 2.75 5.75 15.81256,7-A,B m2 2.75 5.75 15.81257,8-A,B m2 2.75 5.75 15.81258,9-A,B m2 2.75 4.3 11.8259,10-A,B m2 2 2.75 5.51,2-B,C m2 2.75 5.75 15.81252,3-B,C m2 2.75 5.75 15.81253,4-B,C m2 2.75 5.75 15.81254,5-B,C m2 2.75 5.75 15.81255,6-B,C m2 2.75 5.75 15.81256,7-B,C m2 2.75 5.75 15.81257,8-B,C m2 2.75 5.75 15.81258,9-B,C m2 2.75 4.3 11.8259,10-B,C m2 2 2.75 5.51,2-C,D m2 2 5.75 11.52,3-C,D m2 2 5.75 11.53,4-C,D m2 2 5.75 11.54,5-C,D m2 2 5.75 11.55,6-C,D m2 2 5.75 11.56,7-C,D m2 2 5.75 11.57,8-C,D m2 2 5.75 11.58,9-C,D m2 2 4.3 8.69,10-C,D m2 2 2 44,3´-D,E´ m2 2.4 4.25 10.24,5-D,E` m2 3.45 5.75 19.8375
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5,5`-D,E` m2 1.22 3.45 4.2098,9-D,E m2 2.4 4.3 10.329,10-D,E m2 2 2.4 4.8
AceroLOSA ALIGERADA DESCRIPCION UND D 1/4 D3/8 D 1/2
LOSA A,D-1,3 baston Kg 1.7mbaston Kg 3.98mfierro pos Kg 9.23mdel medio Kg 2.05
LOSA A,D-3,4baston Kg 1.7mbaston Kg 6.2Mfierro pos Kg 11.47mdel medio Kg 2.05
LOSA AD-4,5 baston Kg 1.7baston Kg 3.45fierro pos Kg 8.83del medio Kg 2.05
LOSA AD-5,5´ baston Kg 1.75baston Kg 1.41fierro pos Kg 12.55del medio1 Kg 2.05del medio 2 Kg 4.5
LOSA 5´8-AD baston Kg 1.71baston Kg 3.98fierro pos Kg 9.23del medio Kg 2.05
LOSA 89,AE baston Kg 1.71baston Kg 6.22fierro pos Kg 11.48del medio Kg 2.05
LOSA 9,10-AE baston Kg 1.71baston Kg 1.41fierro pos Kg 12.55del medio 1 Kg 2.05del medio 2 Kg 4.5
VIGAS DESCRIPCION UND D 1/4 D3/8 D 1/2VP- 101,104 tramo 1,2 Fierro de arriba Kg 49.18
fierro negativo Kg
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subtotal TOTAL
21.70819.63218.876
6.8767.086
3.18154.599
7.7805
1.91521.91522.86022.86021.91521.91520.88831.91524.6116
20.7963
0.59850.59850.59850.59850.59850.59851.62540.5985
5.8149
VECES subtotal TOTAL
16 45.35617 28.103125
2 3.1749 10.2465
86.879625
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VECES subtotal16 11.83217 7.33125
2 0.8289 2.673
22.66425
subtotal TOTAL
10.8549.8169.4383.435
33.543
1.5152.19
3.705
1.1971.1971.6471.6471.1971.1971.1971.1972.196
12.672
0.2850.2850.2850.2850.2850.2850.7740.285
2.769
10.8549.8169.4383.435
33.543
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0.843750.804375
1.648125
0.5208750.5208750.5208750.5208750.5208750.5208750.5208750.5208750.520875
4.687875
0.2850.2850.2850.2850.2850.2850.7740.285
2.769subtotal total
0.443750.443750.443750.44375
0.221875
subtotal total
5.4945.7355.0481.981
0.9380.8290.8291.2291.2600.8290.829
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0.9970.8291.238
3.6793.6793.2661.238
DUDA SE PONE TODA LA LONGITUD INCLUYENDO COLUMNAS0.7750.775
0.5750.5750.9450.9450.5750.5750.8400.575
0.655
0.2000.2000.5200.5450.2000.2000.3350.200
TOTAL
DUDA
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DESDE DONDE SE ENCOFRA???
SUBTOTAL TOTAL85.2
90.525 DUDA SOLO HAY UN PISO?10.6553.25 DUDA COLUMNA 6 DONDE?
3.55DUDA VIGA DE CIMENTACION SE ENCOFRA?DE DONDE A DONDE
DUDA HAY TECHO EN LAS PARTES CON XXXXX
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D 5/8 N° UNIDAD N° PIEZAS
28 128 128 1
14 114 114 114 1
14 114 114 114 1
3 13 13 13 13 1
39 139 139 139 1
10 110 110 110 1
5 15 15 15 15 1
D 5/8 N° UNIDAD N° PIEZAS
1 4