metrado 1ra fase
DESCRIPTION
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![Page 1: Metrado 1ra Fase](https://reader036.vdocuments.co/reader036/viewer/2022071709/563dbaa1550346aa9aa705d5/html5/thumbnails/1.jpg)
Nº PARTIDA UND a(ancho) h(altura) L(largo) subtotalEXCAVACION C-CSECCION D-DEJE A m3 0.6 1 36.18 21.708EJEC m3 0.6 1 32.72 19.632EJE D m3 0.6 1 31.46 18.876EJE EXTRA m3 0.6 1 11.45 6.87
SECCION A-AEJE 1 m3 0.6 1.05 5.05 3.1815EJE 10 m3 0.6 1.05 7.3 4.599
SECCION B-Beje 2 m3 0.6 1.05 3.04 1.9152eje3 m3 0.6 1.05 3.04 1.9152eje 4 m3 0.6 1.05 4.54 2.8602eje 5 m3 0.6 1.05 4.54 2.8602eje 6 m3 0.6 1.05 3.04 1.9152eje 7 m3 0.6 1.05 3.04 1.9152eje 8 m3 0.6 1.05 1.41 0.8883eje 9 m3 0.6 1.05 3.04 1.9152EJE EXTRA m3 0.6 1.05 7.32 4.6116
SECCION C-Ceje 2 m3 0.6 1.05 0.95 0.5985eje3 m3 0.6 1.05 0.95 0.5985eje 4 m3 0.6 1.05 0.95 0.5985eje 5 m3 0.6 1.05 0.95 0.5985eje 6 m3 0.6 1.05 0.95 0.5985eje 7 m3 0.6 1.05 0.95 0.5985eje 8 m3 0.6 1.05 2.58 1.6254eje 9 m3 0.6 1.05 0.95 0.5985
UND a(ancho) h(altura) L(largo) VECESZAPATASZ01 m3 1.45 1.15 1.7 16Z 02 m3 1.15 1.15 1.25 17Z03 m3 1.15 1.15 1.2 2Z 04 m3 0.9 1.15 1.1 9
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CONCRETO SIMPLESUB ZAPATAS UND a(ancho) h(altura) L(largo) VECESZ01 m3 1.45 0.3 1.7 16Z02 m3 1.15 0.3 1.25 17Z03 m3 1.15 0.3 1.2 2Z04 m3 0.9 0.3 1.1 9
CIMIENTOS UND a(ancho) h(altura) L(largo) subtotalSECCION D-DEJE A m3 0.6 0.5 36.18 10.854EJEC m3 0.6 0.5 32.72 9.816EJE D m3 0.6 0.5 31.46 9.438EJE EXTRA m3 0.6 0.5 11.45 3.435
SECCION A-AEJE 1 m3 0.6 0.5 5.05 1.515EJE 10 m3 0.6 0.5 7.3 2.19
SECCION B-Beje 2 m3 0.6 0.5 3.99 1.197eje3 m3 0.6 0.5 3.99 1.197eje 4 m3 0.6 0.5 5.49 1.647eje 5 m3 0.6 0.5 5.49 1.647eje 6 m3 0.6 0.5 3.99 1.197eje 7 m3 0.6 0.5 3.99 1.197eje 8 m3 0.6 0.5 3.99 1.197eje 9 m3 0.6 0.5 3.99 1.197EJE EXTRA m3 0.6 0.5 7.32 2.196
SECCION C-Ceje 2 m3 0.6 0.5 0.95 0.285eje3 m3 0.6 0.5 0.95 0.285eje 4 m3 0.6 0.5 0.95 0.285eje 5 m3 0.6 0.5 0.95 0.285eje 6 m3 0.6 0.5 0.95 0.285eje 7 m3 0.6 0.5 0.95 0.285eje 8 m3 0.6 0.5 2.58 0.774eje 9 m3 0.6 0.5 0.95 0.285
SOBRECIMIENTOSSECCION D-DEJE A m3 0.15 0.35 43.95 10.854EJEC m3 0.6 0.5 45.88 9.816EJE D m3 0.6 0.5 40.38 9.438EJE EXTRA m3 0.6 0.5 15.85 3.435
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SECCION A-AEJE 1 m3 0.25 0.45 7.5 0.84375EJE 10 m3 0.25 0.45 7.15 0.804375
SECCION B-Beje 2 m3 0.25 0.45 4.63 0.520875eje3 m3 0.25 0.45 4.63 0.520875eje 4 m3 0.25 0.45 4.63 0.520875eje 5 m3 0.25 0.45 4.63 0.520875eje 6 m3 0.25 0.45 4.63 0.520875eje 7 m3 0.25 0.45 4.63 0.520875eje 8 m3 0.25 0.45 4.63 0.520875eje 9 m3 0.25 0.45 4.63 0.520875EJE EXTRA m3 0.25 0.45 4.63 0.520875
SECCION C-Ceje 2 m3 0.6 0.5 2 0.285eje3 m3 0.6 0.5 2 0.285eje 4 m3 0.6 0.5 2 0.285eje 5 m3 0.6 0.5 2 0.285eje 6 m3 0.6 0.5 2 0.285eje 7 m3 0.6 0.5 2 0.285eje 8 m3 0.6 0.5 3.35 0.774eje 9 m3 0.6 0.5 2 0.285
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TOTAL
67.086
7.7805
20.7963
5.8149
subtotal TOTAL
45.35628.103125
3.17410.2465
86.879625
![Page 5: Metrado 1ra Fase](https://reader036.vdocuments.co/reader036/viewer/2022071709/563dbaa1550346aa9aa705d5/html5/thumbnails/5.jpg)
subtotal11.832
7.331250.8282.673
22.66425
TOTAL
33.543
3.705
12.672
2.769
33.543
![Page 6: Metrado 1ra Fase](https://reader036.vdocuments.co/reader036/viewer/2022071709/563dbaa1550346aa9aa705d5/html5/thumbnails/6.jpg)
1.648125
4.687875
2.769