badenes corregidos

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

HOJA DE METRADOS04.00.00 OBRAS DE ARTE Y DRENAJE

04.07.00 BADENES04.07.01 EXCAVACION PARA ESTRUCTURAS 04.07.03 BASE (e=0.15 m.) minimo 04.07.04 ENCOFRADO Y DESENCOFRADO

04.07.05 ACERO DE REFUERZO04.07.06 CONCRETO f`y= 245 kg / cm2

PROGRESIVA DESCRIPCION LARGO ANCHO ALTOEXCAVACION EXCAVACION RELLENO PAÑOS ACERO (kg) ENCOFRADO (m2) CONCRETO f'c=245 (m3) JUNTAS AFIRMADO (M3) Aliv. Piedra Piedra Grande

(manual uña) m3 (con equipo) m3 5 x 6 5 x Var. LOSA UÑA Barra Lisa LOSA UÑA LOSA UÑA (ml) e=0.15 (min) Emboquillada m2 con Mortero m2

2+518.00 BADENES 20 10.5 0.25 16.59 22.2 0.00 4 x 5.25 x 6 4 x 5 .25x 4 3,665.20 708.00 512.06 28.13 46.50 52.53 16.52 51.50 112.30 70 120

5+589.00 BADENES 15 10 0.25 13.5 249 0.00 4 x 5 x 6 4 x 5 x 1.5 2,675.80 578.20 450.69 23.75 38.25 37.50 13.44 45.00 34.11 157.5 0

5+715.00 BADENES 20 10 0.25 16.31 32.6 0.00 4 x 5 x 6 4 x 5 x 4 3,567.73 696.20 496.38 27.50 45.75 50.00 16.24 50.00 113.00 70 120

6+184.00 BADENES 30 10 0.25 21.94 705.3 0.00 8 x 5 x 6 4 x 5 x 3 5,351.60 932.20 794.15 40.00 61.88 75.00 21.84 80.00 85.50 315 0

7+675.00 BADENES 25 11 0.25 19.69 139.5 0.00 4 x 5 x 6 4 x 5 x 6.5 4,459.67 837.80 414.40 31.25 54.75 62.50 19.60 58.00 74.75 175 150

8+386.00 BADENES 15 10 0.25 13.5 238.95 0.00 4 x 5 x 6 4 x 5 x 1.5 2,675.80 578.20 450.69 23.75 38.25 50.00 13.44 45.00 47.85 105 120

10+277.00 BADENES 25 10 0.25 19.13 282.5 0.00 4 x 5 x 6 4 x 5 x 6.5 4,459.67 814.20 539.39 31.25 53.25 62.50 19.04 55.00 59.85 262.5 0

12+232.00 BADENES 30 10 0.25 21.94 200.4 0.00 8 x 5 x 6 4 x 5 x 3 5,351.60 932.20 794.15 40.00 61.88 75.00 21.84 80.00 61.20 210 180

13+726.00 BADENES 30 11 0.25 22.5 178.5 0.00 8 x 5.5 x 6 4 x 5.5 x 3 5,497.80 955.80 846.42 41.75 63.38 82.50 22.40 85.00 67.50 210 180

15+710.00 BADENES 20 11 0.25 16.88 725.2 0.00 4 x 5.5 x 6 4 x 5.5 x 4 3,665.20 719.80 527.74 28.75 47.25 55.00 16.80 53.00 41.20 140 140

20+785.00 BADENES 20 10 0.25 16.31 131.4 0.00 4 x 5 x 6 4 x 5 x 4 3,567.73 696.20 496.38 27.50 45.75 50.00 16.24 50.00 40.20 175 120

21+050.00 BADENES 40 11 0.25 28.13 294.8 0.00 12 x 5.5 x 6 4 x 5.5 x 2 7,330.40 1,191.80 1,165.10 54.75 79.50 110.00 28.00 117.00 109.60 420 240

22+860.00 BADENES 20 10 0.25 16.31 303.6 0.00 4 x 5 x 6 4 x 5 x 4 3,567.73 696.20 496.38 27.50 45.75 50.00 16.24 50.00 62.60 140 120

23+304.00 BADENES 20 10 0.25 16.31 144.8 0.00 4 x 5 x 6 4 x 5 x 4 3,567.73 696.20 496.38 27.50 45.75 50.00 16.24 50.00 87.80 140 120

23+507.00 BADENES 20 11 0.25 16.88 180.2 0.00 4 x 5.5 x 6 4 x 5.5 x 6.5 4,581.50 719.80 527.74 28.75 47.25 68.75 16.80 53.00 54.00 140 120

23+738.00 BADENES 25 10 0.25 19.13 168.25 0.00 4 x 5 x 6 4 x 5 x 6.5 4,459.67 814.20 539.39 31.25 53.25 62.50 19.04 55.00 129.00 175 150

26+355.00 BADENES 30 11 0.25 22.5 86.7 0.00 8 x 5.5 x 6 4 x 5.5 x 3 5,497.80 955.80 846.42 41.75 63.38 88.00 22.40 85.00 60.39 420 0

30+845.00 BADENES 20 11 0.25 16.88 648.8 0.00 4 x 5.5 x 6 4 x 5.5 x 4 3,665.20 719.80 527.74 28.75 47.25 55.00 16.80 53.00 52.16 140 120

38+821.00 BADENES 20 11 0.25 16.88 156.4 0.00 4 x 5.5 x 6 4 x 5.5 x 4 3,665.20 719.80 527.74 28.75 47.25 55.00 16.80 53.00 40.20 210 0

39+388.00 BADENES 15 11 0.25 14.06 114.45 0.00 4 x 5.5 x 6 4 x 5.5 x 1.5 2,748.90 601.80 482.05 25.00 39.75 41.25 14.00 48.00 29.90 210 0

39+840.00 BADENES 20 10 0.25 16.31 48 0.00 4 x 5 x 6 4 x 5 x 4 3,567.73 696.20 496.38 27.50 45.75 50.00 16.24 50.00 34.64 350 0

40+965.00 BADENES 15 10 0.25 13.5 33.75 0.00 4 x 5 x 6 4 x 5 x 1.5 2,675.80 578.20 450.69 23.75 38.25 37.50 13.44 45.00 27.20 105 0

TOTAL 495 395.18 5,085.30 0.00 90,265.47 16,838.60 12,878.46 688.88 1,110.02 1,320.53 393.40 1,311.50 1424.94 4340.00 2000.00

corresponde a la pag 217 del expediente de metrados



04.07.00 BADENES04.07.06 CONCRETO f'c = 245 Kg / cm2

PAÑOS DE 5.00x6.00

LOSA (M3/PAÑO)

ALTO ANCHO LONGITUD VOLUMEN No. VECES VOLUMEN (m3)

0.25 5.00 6.00 7.50 1.00 7.50

Total 7.50

PAÑOS DE 5.25x6.00

LOSA (M3/PAÑO)


0.25 5.25 6.00 7.88 1.00 7.88

Total 7.88

PAÑOS DE 5.5x6.00

LOSA (M3/PAÑO)


0.25 5.50 6.00 8.25 1.00 8.25

Total 8.25

UÑA EN LOSA DE APROXIMACION (M3/ML)

ESPESOR ANCHO1 ANCHO2 PROMEDIO LONGITUD VOLUMEN (m3)

0.750 0.50 0.25 0.38 1.00 0.28

Total 0.28

AFIRMADO (M3/PAÑO)

ESPESOR ANCHO LONGITUD VOLUMEN No. VECES VOLUMEN (m3)

0.150 4.53 6.00 4.07 1.00 4.07

Total 4.07

ALIVIADERO DE PIEDRA EMBOQUILLADA

ESPESOR ANCHO LONGITUD AREA No. VECES AREA (m2)

0.300 6.00 6.00 10.80 1.00 10.80

Total 10.80



04.07.00 BADENES04.07.05 ACERO DE REFUERZO f'y = 4200 Kg / cm 2

REFUERZO EN LA LOSATIPO DESCRIPCION Ø LONG/PIEZA BARRA/PIEZA CANTIDAD BARRAS LONGITUD @ Nº de veces

B1 .15 1/2 5.00 5/9 42 23.33 6 0.30 2

4.85

6

B2 0.20 1/2 6.40 3/4 36 27 5 0.30 2

6

B6 5/8 6.00 2/3 4 2.67

B7 0.15 3/8 0.80 1/9 36 4 5 0.30 2

0.15

5.00

B8 5/8 5.00 5/9 8 4.44 2

61.44

REFUERZO EN UÑATIPO DESCRIPCION Ø LONG/PIEZA BARRA/PIEZA CANTIDAD BARRAS LONGITUD @ Nº de veces

6.00

B3 1/2" 6.00 2/3 2 1.33

6.00

B4 3/8" 6.00 2/3 2 1.33

0.30 0.30

B5 .90 .95 3/8" 2.61 3/9 31 10.33 6 0.2 1

0.16




BARRA LISA EN JUNTASTIPO DESCRIPCION Ø LONG/PIEZA BARRA/PIEZA CANTIDAD BARRAS LONGITUD @ Nº de veces

1.20

LONG. 3/4" 1.20 1/6 21 3.5 6 0.3 1

1.40

TRANSV 3/4" 1.40 1/6 17 2.83 5 0.3 1

ARMADURA x PAÑO de 5m. x 6m.DESCRIPCION 3/8" 1/2" 5/8" 3/4" 1"

Peso (Kg/m) 0.56 1 1.55 2.24 3.97

LOSA 4 50 1/3 4 4/9

TOTAL VARILLAS 4.0 50.3 4.4 0.0 0.0

KG 20.2 453.0 62.0 0.0 0.0

TOTAL 535.16 KG.

UÑA x 6 mlDESCRIPCION 3/8" 1/2" 5/8" 3/4" 1"

Peso (Kg/m) 0.56 1 1.55 2.24 3.97

UÑA 11 2/3 1 1/3

TOTAL VARILLAS 11.7 1.3

KG 58.8 12.0

TOTAL 70.80 KG.





B1 .15 1/2 5.25 5/9 42 23.33 6 0.30 2

5.10

6

B2 0.20 1/2 6.40 3/4 38 28.5 5.25 0.30 2

6

B6 5/8 6.00 2/3 4 2.67

B7 0.15 3/8 0.80 1/9 38 4.2222222222 5.25 0.30 2

0.15

5.25

B8 5/8 5.25 5/9 8 4.44 2

63.17


6.00

B3 1/2" 6.00 2/3 2 1.33

6.00

B4 3/8" 6.00 2/3 2 1.33

0.30 0.30

B5 .90 .95 3/8" 2.61 3/9 31 10.33 6 0.2 1

0.16





1.20

LONG. 3/4" 1.20 1/6 21 3.5 6 0.3 1

1.40

TRANSV 3/4" 1.40 1/6 18 3.00 5.25 0.3 1

ARMADURA x PAÑO de 5.25m. x 6m.DESCRIPCION 3/8" 1/2" 5/8" 3/4" 1"

Peso (Kg/m) 0.56 1 1.55 2.24 3.97

LOSA 4 2/9 51 5/6 4 4/9

TOTAL VARILLAS 4.2 51.8 4.4 0.0 0.0

KG 21.3 466.5 62.0 0.0 0.0

TOTAL 549.78 KG.


Peso (Kg/m) 0.56 1 1.55 2.24 3.97

UÑA 11 2/3 1 1/3


KG 58.8 12.0

TOTAL 70.80 KG.





B1 .15 1/2 5.50 6/9 42 23.33 6 0.30 2

5.35

6

B2 0.20 1/2 6.40 3/4 38 28.5 5.5 0.30 2

6

B6 5/8 6.00 2/3 4 2.67

B7 0.15 3/8 0.80 1/9 38 4.2222222222 5.5 0.30 2

0.15

5.50

B8 5/8 5.50 6/9 8 4.44 2

63.17


6.00

B3 1/2" 6.00 2/3 2 1.33

6.00

B4 3/8" 6.00 2/3 2 1.33

0.30 0.30

B5 .90 .95 3/8" 2.61 3/9 31 10.33 6 0.2 1

0.16





1.20

LONG. 3/4" 1.20 1/6 21 3.5 6 0.3 1

1.40

TRANSV 3/4" 1.40 1/6 18 3.00 5.5 0.3 1

ARMADURA x PAÑO de 5.50m. x 6m.DESCRIPCION 3/8" 1/2" 5/8" 3/4" 1"

Peso (Kg/m) 0.56 1 1.55 2.24 3.97

LOSA 4 2/9 51 5/6 4 4/9

TOTAL VARILLAS 4.2 51.8 4.4 0.0 0.0

KG 21.3 466.5 62.0 0.0 0.0

TOTAL 549.78 KG.


Peso (Kg/m) 0.56 1 1.55 2.24 3.97

UÑA 11 2/3 1 1/3


KG 58.8 12.0

TOTAL 70.80 KG.


HOJA DE METRADOS04.00.00 OBRAS DE ARTE

04.07.00 BADENES04.07.04 ENCOFRADO Y DESENCOFRADO

ENCOFRADO DE BADENES

DESCRIPCION LARGO ALTURA No. VECES AREA ANCHO ALTURA No. VECES AREA TOTAL

LOSA4x5x6 20.00 0.25 3.00 15.00 10.00 0.25 5.00 12.50 27.50

4x5x4 27.50

LOSA

4x5x6 15.00 0.25 3.00 11.25 10.00 0.25 5.00 12.50 23.75

4x5x1.5 23.75

LOSA

4x5x6 25.00 0.25 3.00 18.75 10.00 0.25 5.00 12.50 31.25

4x5x6.5 31.25

LOSA

8x5x6 30.00 0.25 3.00 22.50 10.00 0.25 7.00 17.50 40.00

4x5x3 40.00

LOSA

12x5x6 40.00 0.25 3.00 30.00 11.00 0.25 9.00 24.75 54.75

4x5x2 54.75

LOSA

4x5.25x6 20.00 0.25 3.00 15.00 10.50 0.25 5.00 13.13 28.13

4x5.25x4 28.13

LOSA

8x5.5x6 30.00 0.25 3.00 22.50 11.00 0.25 7.00 19.25 41.75

4x5.5x3 41.75

LOSA

4x5.5x6 20.00 0.25 3.00 15.00 11.00 0.25 5.00 13.75 28.75

4x5.5x4 28.75

LOSA

4x5.5x6 15.00 0.25 3.00 11.25 11.00 0.25 5.00 13.75 25.00

4x5.5x1.5 25.00

UÑAx ML

TAPAS 0.50 0.25 0.38 0.75 1.00 0.28

LATERAL 1 1.00 0.75 1.00 0.75



04.07.00 BADENES04.07.01 EXCAVACION PARA ESTRUCTURAS

04.07.02 BASE04.07.06 JUNTA ASFALTICA LONGITUDINAL

PROGRESIVA DESCRIPCION LARGO ANCHO ALTOEXCAVACION RELLENO PAÑOS ACERO (kg) ENCOFRADO (m2) CONCRETO f'c=245 (m3) JUNTAS AFIRMADO (M3)

m3 m3 5 x 6 5 x Var. LOSA UÑA Barra Lisa LOSA UÑA LOSA UÑA (ml) e=0.15

2+518.00 BADENES 20 10 0.25 16.31 0.00 4 x 5 x 6 4 x 5 x 4 3,665.20 696.20 496.38 27.50 45.75 50.00 16.24 50.00 27.00

5+589.00 BADENES 15 10 0.25 13.5 0.00 4 x 5 x 6 4 x 5 x 1.5 2,748.90 578.20 450.69 23.75 38.25 37.50 13.44 45.00 20.25

5+715.00 BADENES 20 10 0.25 16.31 0.00 4 x 5 x 6 4 x 5 x 4 3,665.20 696.20 496.38 27.50 45.75 50.00 16.24 50.00 27.00

6+184.00 BADENES 30 10 0.25 21.94 0.00 8 x 5 x 6 4 x 5 x 3 5,497.80 932.20 794.15 40.00 61.88 75.00 21.84 80.00 40.50

7+675.00 BADENES 25 10 0.25 19.13 0.00 4 x 5 x 6 4 x 5 x 6.5 4,581.50 814.20 414.40 31.25 53.25 62.50 19.04 55.00 33.75

8+386.00 BADENES 15 10 0.25 13.5 0.00 4 x 5 x 6 4 x 5 x 1.5 2,748.90 578.20 450.69 23.75 38.25 50.00 13.44 45.00 20.25

10+277.00 BADENES 25 10 0.25 19.13 0.00 4 x 5 x 6 4 x 5 x 6.5 4,581.50 814.20 539.39 31.25 53.25 62.50 19.04 55.00 33.75

12+232.00 BADENES 30 10 0.25 21.94 0.00 8 x 5 x 6 4 x 5 x 3 5,497.80 932.20 794.15 40.00 61.88 75.00 21.84 80.00 40.50

13+726.00 BADENES 30 10 0.25 21.94 0.00 8 x 5 x 6 4 x 5 x 3 5,497.80 932.20 794.15 40.00 61.88 75.00 21.84 80.00 40.50

15+710.00 BADENES 20 10 0.25 16.31 0.00 4 x 5 x 6 4 x 5 x 4 3,665.20 696.20 496.38 27.50 45.75 50.00 16.24 50.00 27.00

20+785.00 BADENES 20 10 0.25 16.31 0.00 4 x 5 x 6 4 x 5 x 4 3,665.20 696.20 496.38 27.50 45.75 50.00 16.24 50.00 27.00

21+050.00 BADENES 40 10 0.25 27.56 0.00 12 x 5 x 6 4 x 5 x 2 7,330.40 1,168.20 1,091.93 54.75 78.00 100.00 27.44 110.00 54.00

22+860.00 BADENES 20 10 0.25 16.31 0.00 4 x 5 x 6 4 x 5 x 4 3,665.20 696.20 496.38 27.50 45.75 50.00 16.24 50.00 27.00

23+304.00 BADENES 20 10 0.25 16.31 0.00 4 x 5 x 6 4 x 5 x 4 3,665.20 696.20 496.38 27.50 45.75 50.00 16.24 50.00 27.00

23+507.00 BADENES 25 10 0.25 19.13 0.00 4 x 5 x 6 4 x 5 x 6.5 4,581.50 814.20 539.39 31.25 53.25 62.50 19.04 55.00 33.75

23+738.00 BADENES 25 10 0.25 19.13 0.00 4 x 5 x 6 4 x 5 x 6.5 4,581.50 814.20 539.39 31.25 53.25 62.50 19.04 55.00 33.75

26+355.00 BADENES 30 10 0.25 21.94 0.00 8 x 5 x 6 4 x 5 x 3 5,497.80 932.20 794.15 40.00 61.88 80.00 21.84 80.00 40.50

30+845.00 BADENES 20 10 0.25 16.31 0.00 4 x 5 x 6 4 x 5 x 4 3,665.20 696.20 496.38 27.50 45.75 50.00 16.24 50.00 27.00

38+821.00 BADENES 20 10 0.25 16.31 0.00 4 x 5 x 6 4 x 5 x 4 3,665.20 696.20 496.38 27.50 45.75 50.00 16.24 50.00 27.00

39+388.00 BADENES 15 10 0.25 13.5 0.00 4 x 5 x 6 4 x 5 x 1.5 2,748.90 578.20 450.69 23.75 38.25 37.50 13.44 45.00 20.25

39+840.00 BADENES 20 10 0.25 16.31 0.00 4 x 5 x 6 4 x 5 x 4 3,665.20 696.20 496.38 27.50 45.75 50.00 16.24 50.00 27.00

40+965.00 BADENES 15 10 0.25 13.5 0.00 4 x 5 x 6 4 x 5 x 1.5 2,748.90 578.20 450.69 23.75 38.25 37.50 13.44 45.00 20.25

TOTAL 500 392.63 0.00 91,630.00 16,732.40 12,571.28 682.25 1,103.27 1,267.50 390.88 1,280.00 675.00


RESUMEN DE METRADOS - BADENES04.07.00 BADENES

ITEM DESCRIPCION UNID CANTIDAD

MOVIMIENTO DE TIERRAS

04.07.01 Excavación Para estructuras (equipo) m3 5,085.30

04.07.02 Excavación Para estructuras (manual) m3 395.18

04.07.03 Base (e = 0.15 m) (minimo) m3 1424.94

04.07.04 Encofrado y Desencofrado m2 1,798.9

04.07.05 ACERO DE REFUERZO 119982.53

04.07.05.1 Acero Corrugado kg 107,104.07

04.07.05.2 Acero Liso kg 12878.46

04.07.06 Concreto f'c=245 kg/cm2 m3 1713.93

04.07.07 Juntas Asfaltica Longitudinal ml 1311.5

04.07.08 Aliviadero de Piedra Emboquillada m2 4340.00

04.07.09 Piedra Grande con Mortero m2 2000.00

document.xlsMUROSPROGRESIVA

DESCRIPCION TIPO LARGO ANCHO ALTOAREA

LADO 1 LADO 2ENCOFRADO (m2) Piedra Acomdada JUNTAS

INICIO FIN UÑA MURO MURO TAPAS TOTAL m3 (ml)

2+505.00 2+528.00 BADENES 6 23.00 3.60 6 0.7 12.37 7.03 6.12 302.45 65.35 367.80 0.00 45.45

5+705.00 5+718.00 BADENES 4 13.00 2.4 4 0.7 5.28 5.02 4.02 117.52 17.94 135.46 0.00 10.64

8+375.00 8+388.00 BADENES 2 13.00 1.3 2 1.55 2.01 2.07 53.04 4.65 57.69 0.00 4.78

15+700.00 15+710.00 BADENES 2 10.00 1.3 2 1.55 2.01 2.07 40.80 4.65 45.45 0.00 4.78

22+844.00 22+865.00 BADENES 3 21.00 2 3 3.45 3.01 3.06 127.47 17.25 144.72 0.00 21.81

23+294.00 23+307.00 BADENES 4 13.00 2.4 4 0.7 5.28 5.02 4.02 117.52 17.94 135.46 0.00 10.64

23+725.00 23+745.00 BADENES 3 20.00 2 3 3.45 3.01 3.06 121.40 13.80 135.20 0.00 14.54

30+830.00 30+853.00 BADENES 6 23.00 3.6 6 0.7 12.37 7.03 6.12 302.45 65.35 367.80 0.00 45.45

TOTAL 136.00 1,389.58 0.00 158.09(*) Los Muros Badenes no cuentan con Aliviaderos de piedra emboquillada se les colocará piedra acomodada

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TO

TA

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2+518.00

5+589.00

5+715.00

6+184.00

7+675.00

8+386.00

10+277.00

12+232.00

13+726.00

15+710.00

20+785.00

21+050.00

22+860.00

23+304.00

23+507.00

23+738.00

26+355.00

30+845.00

38+821.00

39+388.00

39+840.00

40+965.00

0

10000

20000

30000

40000

50000

60000

70000

80000

90000

100000

LARGO

ANCHO

ALTO

EXCAVACION (manual uña) m3

RELLENO m3

PAÑOS 5 x 6

5 x Var.

ACERO (kg) LOSA

UÑA

Barra Lisa

ENCOFRADO (m2) LOSA

UÑA

CONCRETO f'c=245 (m3) LOSA

UÑA

JUNTAS (ml)

AFIRMADO (M3) e=0.15 (min)

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