04.07.00 Badenes.xls

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HOJA DE METRADOS 04.00.00 OBRAS DE ARTE Y DRENAJE 04.07.00 BADENES EXCAVACION PARA ESTRUCTURAS



NOMBRE

1

BE-01

LUGAR

2+518

0.065

20

1.3

2

BP-01A

5+589

8.407

15

126.105

3

BE-02

SOGORMO

5+715

0.812

20

16.24

4

BP-01

SOGORMO

6+184

0.203

30

6.09

5

BP-02

QBDA. HONDA CHICA

7+675

3.553

25

88.825

6

BE-02A

8+386

0

15

0

7

BP-02A

QBDA. EDMUNDO

10+277

5.492

25

137.3

8

BE-03

QBDA. CHURUMAZÚ

12+232

0

30

0

9

BP-03

QBDA. TRES AGUAS

13+726

0

30

0

10

BE-04

15+710

0

20

0

11

BE-05

20+785

0

20

0

12

BP-04

21+050

0

40

0

13

BE-06

22+860

0

20

0

14

BE-07

23+304

0

20

0

15

BP-05

23+507

0

25

0

16

BP-06

QBDA. COLORADA

23+738

0

25

0

17

BP-07

QBDA. HONDA GRANDE

26+355

12.453

30

373.59

18

BE-08

30+845

0

20

0

19

BE-09

38+821

0

20

0

20

BE-10

39+388

0

15

0

21

BE-11

39+840

0

20

0

22

BE-12

QBDA. MIRAFLORES I

40+965

1.107

15

16.605

Vol por Excavación para estructuras

766.06

m3

Vol de uña perimetral

392.63

m3

1,158.69

m3

QBDA. RÍO PISCO

PROGRESIVA

A DE CORTE

LARGO

VOLUMEN M3

766.06

Suma

m3

ADECUACIÓN Y ACTUALIZACIÓN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO – OXAPAMPA.

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