0.4.0.1 CUNETAS

RESUMEN DE METRADOS

04 OBRAS DE ARTE Y DRENAJE

04.01 CUNETAS Long Uniidad

04.01.01 CUNETAS TRIANGULARES REVESTIDAS 22570.04 m

04.01.02 CUNETAS RECTANGULARES REVESTIDAS 3340.00 m

04.01.03 PASES VEHICULARES RECTANGULARES REVESTIDAS 204.00 m

04.01.04 TRANSICIONES 119.00 m

SUSTENTO DE METRADOS - MUROS DE CONCRETO CICLOPEO

PROYECTO

ACTIVIDAD : 04.01 Obras de arte y drenajeFECHA : Enero 2011

01.05 TRAZO Y NIVELACIÓN DE OBRAS DE ARTE 39349.56 m²

DESCRIPCIÓN Largo m Ancho m TotalCUNETAS TRIANGULARES REVESTIDAS 22,570.04 1.50 33855.06CUNETAS RECTANGULARES REVESTIDAS 3,340.00 1.50 5010PASES VEHICULARES RECTANGULARES REVESTIDAS 204.00 1.50 306TRANSICIONES 119.00 1.50 178.5

26,233.04 39349.56

39349.56 m²

: Estudio Definitivo para la Rehabilitación y Mejoramiento de la Carretera Emp. PE-3S(Puno) -Vilque-Mañazo-Emp. PE-34A(Hutaquita)

04.01.01 SUSTENTO DE METRADOS DE CUNETAS TRIANGULARES REVESTIDAS

Cunetas 22570.04 mSección

Distancia22570.04

CALCULO DE INSUMOSconcreto para cunetas f'c=175kg/cm²Descripción Longitud Área VolumenSección 22570.04 0.15 3385.51

3385.51 m³

Encofrado y DesencofradoDescripción Nº de veces Longitud Altura ÁreaSección 1 22570.04 0.3231 7292.38

tapas 7,524.35 area= 0.15 m² 1128.652

8421.03 m²

Junta de asfalto (e=1")Descripción Longitud Altura Espesor Nº de veces Longitud

Junta de asfalto @ 3m 1.27 0.025 0.025 7524.35 9555.920 ml

Descripción de Insumo Metrado Insumoconcreto para cunetas f'c=175kg/cm² 3385.51 m³ 3385.51m²/22570.04m = 0.150Encofrado y Desencofrado 8421.03 m² 8421.03m²/22570.04m = 0.370Junta de asfalto (e=1") 9555.92 m 9555.92ml/22570.04m = 0.420

METRADO DE CUNETAS TRIANGULARES

SUSTENTO DE METRADOS 1/7

CUNETAS TRIANGULARES REVESTIDAS

PROGRESIVA LADO DE CAMINO LONGITUD DE LONGITUD DE

DE A

IZQUIERDA DERECHA

CUNETA TRAMO

(km) (m) (m)

0+000.0 0+035.0 35.0 35 35.00

0+100.0 0+120.0 20.0 20.0 20.00

0+140.0 0+160.0 20.0 20.0 20.00

0+160.0 0+190.0 30.0 30.0 60.0 30.00

0+190.0 0+320.0 130.0 130.0 130.00

0+320.0 0+330.0 10.0 10.0 10.00

0+330.0 0+350.0 20.0 20.0 20.00

0+360.0 0+380.0 20.0 20.0 20.00

0+390.0 0+430.0 40.0 40.0 40.00

0+620.0 0+660.0 40.0 40.0 40.00

0+740.0 0+760.0 20.0 20.0 20.00

0+760.0 0+780.0 20.0 20.0 40.0 20.00

0+800.0 0+980.0 180.0 180.0 180.00

1+200.0 1+240.0 40.0 40.0 40.00

1+240.0 1+260.0 20.0 20.0 20.00

1+360.0 1+380.0 20.0 20.0 20.00

2+240.0 2+260.0 20.0 20.0 20.00

2+360.0 2+390.0 30.0 30.0 30.00

2+520.0 2+580.0 60.0 60.0 60.00

3+060.0 3+080.0 20.0 20.0 20.00

3+420.0 3+440.0 20.0 20.0 20.00

3+460.0 3+520.0 60.0 60.0 60.00

3+640.0 3+660.0 20.0 20.0 20.00

3+680.0 3+740.0 60.0 60.0 60.00

3+760.0 3+860.0 100.0 100.0 100.00

4+070.0 4+080.0 10.0 10.0 10.00

4+090.0 4+110.0 20.0 20.0 20.00

4+260.0 4+280.0 20.0 20.0 20.00

4+300.0 4+350.0 50.0 50.0 50.00

4+360.0 4+420.0 60.0 60.0 60.00

4+420.0 4+430.0 10.0 10.0 10.00

4+510.0 4+530.0 20.0 20.0 20.00

4+580.0 4+680.0 100.0 100.0 100.00

4+800.0 4+840.0 40.0 40.0 40.00

5+100.0 5+120.0 20.0 20.0 20.00

5+200.0 5+260.0 60.0 60.0 60.00

5+260.0 5+270.0 10.0 10.0 10.00

5+280.0 5+290.0 10.0 10.0 10.00

5+560.0 5+580.0 20.0 20.0 20.00

5+600.0 5+640.0 40.0 40.0 40.00

5+660.0 5+780.0 120.0 120.0 120.00

5+840.0 5+870.0 30.0 30.0 30.00

5+880.0 5+940.0 60.0 60.0 60.00

5+960.0 5+980.0 20.0 20.0 20.00

6+100.0 6+120.0 20.0 20.0 20.00

6+140.0 6+300.0 160.0 160.0 160.00

6+440.0 6+460.0 20.0 20.0 20.00

6+710.0 6+720.0 10.0 10.0 10.00

7+320.0 7+340.0 20.0 20.0 20.00

7+620.0 7+640.0 20.0 20.0 20.00

7+660.0 7+860.0 200.0 200.0 200.00

7+860.0 7+880.0 20.0 20.0 40.0 20.00

7+880.0 7+920.0 40.0 40.0 40.00

7+940.0 7+960.0 20.0 20.0 20.00

8+040.0 8+080.0 40.0 40.0 40.00

8+120.0 8+140.0 20.0 20.0 40.0 20.00

8+140.0 8+180.0 40.0 40.0 40.00

8+220.0 8+240.0 20.0 20.0 20.00

8+240.0 8+260.0 20.0 20.0 20.00

8+280.0 8+300.0 20.0 20.0 20.00

8+340.0 8+400.0 60.0 60.0 60.00

8+580.0 8+640.0 60.0 60.0 60.00

8+670.0 8+720.0 50.0 50.0 50.00

8+740.0 8+760.0 20.0 20.0 20.00

8+790.0 8+860.0 70.0 70.0 70.00

8+800.0 8+960.0 160.0 160.0 160.00

9+000.0 9+060.0 60.0 60.0 60.00

9+060.0 9+110.0 50.0 50.0 100.0 50.00

9+200.0 9+330.0 130.0 130.0 130.00

9+330.0 9+340.0 10.0 10.0 20.0 10.00

9+720.0 9+740.0 20.0 20.0 20.00




DE A

IZQUIERDA DERECHA

CUNETA TRAMO

(km) (m) (m)

9+760.0 9+780.0 20.0 20.0 20.00

9+900.0 9+940.0 40.0 40.0 80.0 40.00

10+020.0 10+040.0 20.0 20.0 20.00

10+080.0 10+100.0 20.0 20.0 20.00

10+100.0 10+120.0 20.0 20.0 40.0 20.00

10+160.0 10+180.0 20.0 20.0 20.00

10+180.0 10+200.0 20.0 20.0 20.00

10+200.0 10+220.0 20.0 20.0 40.0 20.00

10+240.0 10+260.0 20.0 20.0 40.0 20.00

10+280.0 10+360.0 80.0 80.0 80.00

10+360.0 10+380.0 20.0 20.0 40.0 20.00

10+380.0 10+400.0 20.0 20.0 20.00

10+530.0 10+540.0 10.0 10.0 10.00

10+560.0 10+620.0 60.0 60.0 60.00

9+720.0 9+740.0 20.0 20.0 20.00

9+760.0 9+780.0 20.0 20.0 20.00

9+900.0 9+940.0 40.0 40.0 80.0 40.00

10+020.0 10+040.0 20.0 20.0 20.00

10+080.0 10+100.0 20.0 20.0 20.00

10+100.0 10+120.0 20.0 20.0 40.0 20.00

10+160.0 10+180.0 20.0 20.0 20.00

10+180.0 10+200.0 20.0 20.0 20.00

10+210.0 10+220.0 10.0 10.0 20.0 10.00

10+240.0 10+260.0 20.0 20.0 40.0 20.00

10+280.0 10+360.0 80.0 80.0 80.00

10+360.0 10+380.0 20.0 20.0 40.0 20.00

10+530.0 10+540.0 10.0 10.0 10.00

10+560.0 10+620.0 60.0 60.0 60.00

10+750.0 10+780.0 30.0 30.0 30.00

10+920.0 10+940.0 20.0 20.0 20.00

10+960.0 11+000.0 40.0 40.0 40.00

11+010.0 11+020.0 10.0 10.0 10.00

11+050.0 11+090.0 40.0 40.0 40.00

11+340.0 11+380.0 40.0 40.0 80.0 40.00

11+380.0 11+400.0 20.0 20.0 20.00

11+460.0 11+480.0 20.0 20.0 20.00

11+700.0 11+820.0 120.0 120.0 120.00

11+820.0 11+840.0 20.0 20.0 40.0 20.00

11+840.0 11+860.0 20.0 20.0 20.00

11+860.0 11+973.3 113.3 113.3 226.6 113.30

11+973.3 11+980.0 6.7 6.7 6.70

12+270.0 12+280.0 10.0 10.0 10.00

12+280.0 12+310.0 30.0 30.0 60.0 30.00

12+320.0 12+340.0 20.0 20.0 20.00

12+700.0 12+780.0 80.0 80.0 80.00

12+800.0 12+880.0 80.0 80.0 80.00

12+920.0 12+940.0 20.0 20.0 20.00

12+940.0 12+960.0 20.0 20.0 20.00

12+980.0 13+020.0 40.0 40.0 40.00

13+030.0 13+140.0 110.0 110.0 110.00

13+280.0 13+300.0 20.0 20.0 20.00

13+320.0 13+360.0 40.0 40.0 80.0 40.00

13+360.0 13+380.0 20.0 20.0 20.00

13+380.0 13+520.0 140.0 140.0 280.0 140.00

13+520.0 13+540.0 20.0 20.0 20.00

13+540.0 13+560.0 20.0 20.0 40.0 20.00

13+560.0 13+580.0 20.0 20.0 20.00

13+820.0 13+840.0 20.0 20.0 20.00

14+220.0 14+260.0 40.0 40.0 40.00

14+280.0 14+300.0 20.0 20.0 40.0 20.00

14+410.0 14+440.0 30.0 30.0 30.00

14+448.4 14+460.0 11.6 11.6 11.60

14+460.0 14+470.0 10.0 10.0 20.0 10.00

14+470.0 14+500.0 30.0 30.0 30.00

14+520.0 14+540.0 20.0 20.0 20.00

14+930.0 14+940.0 10.0 10.0 10.00

15+160.0 15+180.0 20.0 20.0 20.00

15+180.0 15+200.0 20.0 20.0 20.00

15+200.0 15+220.0 20.0 20.0 40.0 20.00

15+220.0 15+240.0 20.0 20.0 20.00

15+240.0 15+260.0 20.0 20.0 40.0 20.00




DE A

IZQUIERDA DERECHA

CUNETA TRAMO

(km) (m) (m)

15+300.0 15+320.0 20.0 20.0 20.00

15+340.0 15+360.0 20.0 20.0 40.0 20.00

15+380.0 15+400.0 20.0 20.0 40.0 20.00

15+530.0 15+540.0 10.0 10.0 10.00

15+540.0 15+560.0 20.0 20.0 40.0 20.00

15+560.0 15+640.0 80.0 80.0 80.00

15+660.0 15+713.0 53.0 53.0 53.00

15+880.0 15+890.0 10.0 10.0 10.00

16+000.0 16+030.0 30.0 30.0 30.00

16+060.0 16+080.0 20.0 20.0 20.00

16+120.0 16+240.0 120.0 120.0 120.00

16+250.0 16+300.0 50.0 50.0 50.00

16+340.0 16+460.0 120.0 120.0 120.00

16+500.0 16+570.0 70.0 70.0 70.00

16+760.0 16+880.0 120.0 120.0 120.00

17+120.0 17+140.0 20.0 20.0 40.0 20.00

17+140.0 17+160.0 20.0 20.0 20.00

17+160.0 17+180.0 20.0 20.0 40.0 20.00

17+180.0 17+260.0 80.0 80.0 80.00

17+280.0 17+320.0 40.0 40.0 40.00

17+340.0 17+360.0 20.0 20.0 20.00

17+360.0 17+380.0 20.0 20.0 40.0 20.00

17+460.0 17+490.0 30.0 30.0 30.00

17+520.0 17+560.0 40.0 40.0 80.0 40.00

17+560.0 17+580.0 20.0 20.0 20.00

17+600.0 17+660.0 60.0 60.0 60.00

17+760.0 17+800.0 40.0 40.0 40.00

17+860.0 17+900.0 40.0 40.0 80.0 40.00

17+900.0 17+920.0 20.0 20.0 20.00

17+920.0 17+940.0 20.0 20.0 20.00

17+960.0 17+980.0 20.0 20.0 20.00

17+990.0 18+050.0 60.0 60.0 60.00

18+050.0 18+060.0 10.0 10.0 10.00

18+060.0 18+108.7 42.7 36.7 48.70

18+180.0 18+220.0 40.0 40.0 40.00

18+660.0 18+680.0 20.0 20.0 20.00

18+720.0 18+760.0 40.0 40.0 40.00

18+840.0 18+860.0 20.0 20.0 20.00

18+890.0 18+910.0 20.0 20.0 20.00

18+930.0 18+980.0 50.0 50.0 50.00

18+980.0 19+020.0 40.0 40.0 80.0 40.00

19+020.0 19+040.0 20.0 20.0 20.00

19+040.0 19+060.0 20.0 20.0 40.0 20.00

19+060.0 19+070.0 10.0 10.0 10.00

19+070.0 19+080.0 10.0 10.0 20.0 10.00

19+080.0 19+100.0 20.0 20.0 20.00

19+210.0 19+220.0 10.0 10.0 10.00

19+230.0 19+240.0 10.0 10.0 10.00

19+280.0 19+360.0 80.0 80.0 80.00

19+390.0 19+480.0 90.0 90.0 90.00

19+540.0 19+580.0 40.0 40.0 40.00

19+580.0 19+680.0 100.0 100.0 100.00

19+680.0 19+720.0 40.0 40.0 80.0 40.00

19+720.0 19+740.0 20.0 20.0 20.00

19+780.0 19+800.0 20.0 20.0 40.0 20.00

19+800.0 19+880.0 80.0 80.0 80.00

19+950.0 19+960.0 10.0 10.0 10.00

20+020.0 20+100.0 80.0 80.0 80.00

20+100.0 20+120.0 20.0 20.0 40.0 20.00

20+120.0 20+180.0 60.0 60.0 60.00

20+240.0 20+360.0 120.0 120.0 120.00

20+360.0 20+440.0 80.0 80.0 160.0 80.00

20+440.0 20+460.0 20.0 20.0 20.00

20+520.0 20+540.0 20.0 20.0 40.0 20.00

20+560.0 20+700.0 140.0 134.0 274.0 140.00

20+700.0 20+720.0 20.0 20.0 20.00

20+720.0 20+740.0 20.0 14.0 34.0 20.00

20+740.0 20+760.0 14.0 14.0 20.00

20+780.0 20+800.0 20.0 20.0 20.00

20+800.0 20+820.0 20.0 20.0 20.00

20+820.0 20+860.0 40.0 40.0 80.0 40.00




DE A

IZQUIERDA DERECHA

CUNETA TRAMO

(km) (m) (m)

20+880.0 20+900.0 20.0 20.0 20.00

20+960.0 21+000.0 40.0 40.0 40.00

21+000.0 21+020.0 20.0 20.0 40.0 20.00

21+020.0 21+031.8 11.8 11.8 11.80

21+040.0 21+210.0 170.0 170.0 170.00

21+220.0 21+320.0 100.0 100.0 200.0 100.00

21+230.0 21+270.0 40.0 40.0 40.00

21+360.0 21+373.2 13.2 13.2 13.20

21+380.0 21+400.0 20.0 20.0 20.00

21+460.0 21+530.0 70.0 70.0 70.00

21+540.0 21+560.0 20.0 20.0 20.00

21+600.0 21+620.0 20.0 14.0 34.0 20.00

21+620.0 21+630.0 10.0 10.0 10.00

22+080.0 22+100.0 20.0 20.0 20.00

22+240.0 22+260.0 20.0 20.0 20.00

22+270.0 22+310.0 40.0 40.0 40.00

22+360.0 22+370.0 10.0 10.0 10.00

22+370.0 22+380.0 10.0 10.0 20.0 10.00

22+380.0 22+420.0 40.0 40.0 40.00

22+420.0 22+470.0 50.0 50.0 100.0 50.00

22+470.0 22+500.0 30.0 30.0 30.00

22+760.0 22+830.0 70.0 70.0 70.00

23+000.0 23+010.0 10.0 10.0 10.00

23+080.0 23+100.0 20.0 20.0 20.00

23+120.0 23+220.0 100.0 100.0 100.00

23+250.0 23+560.0 310.0 310.0 310.00

23+590.0 23+670.0 80.0 80.0 80.00

23+710.0 23+780.0 70.0 70.0 70.00

23+790.0 23+860.0 70.0 70.0 70.00

23+880.0 23+890.0 10.0 10.0 10.00

23+920.0 23+940.0 20.0 20.0 20.00

23+950.0 24+000.0 50.0 50.0 50.00

24+100.0 24+120.0 20.0 20.0 20.00

24+180.0 24+220.0 40.0 40.0 40.00

28+940.0 28+950.0 10.0 10.0 10.00

29+090.0 29+100.0 10.0 10.0 10.00

29+100.0 29+120.0 20.0 20.0 40.0 20.00

29+120.0 29+220.0 100.0 100.0 100.00

29+240.0 29+260.0 20.0 20.0 20.00

30+260.0 30+280.0 20.0 20.0 40.0 20.00

30+340.0 30+360.0 20.0 20.0 20.00

30+360.0 30+420.0 60.0 60.0 120.0 60.00

30+420.0 30+460.0 40.0 40.0 40.00

30+340.0 30+470.3 130.3 130.3 260.5 130.26

30+360.0 30+380.0 20.0 20.0 20.00

30+400.0 30+420.0 20.0 20.0 20.00

30+460.0 30+500.0 40.0 40.0 40.00

30+660.0 30+680.0 20.0 20.0 20.00

31+100.0 31+120.0 20.0 20.0 20.00

31+240.0 31+260.0 20.0 20.0 20.00

31+350.0 31+370.0 20.0 20.0 20.00

31+390.0 31+400.0 10.0 10.0 10.00

31+480.0 31+500.0 20.0 20.0 20.00

31+560.0 31+600.0 40.0 40.0 40.00

31+820.0 31+840.0 20.0 20.0 20.00

32+220.0 32+240.0 20.0 20.0 20.00

32+500.0 32+520.0 20.0 20.0 20.00

32+560.0 32+580.0 20.0 20.0 20.00

32+600.0 32+620.0 20.0 20.0 20.00

33+680.0 33+720.0 40.0 40.0 40.00

33+720.0 33+760.0 34.0 40.0 74.0 40.00

33+870.0 33+910.0 40.0 40.0 40.00

34+420.0 34+440.0 20.0 20.0 20.00

34+560.0 34+600.0 40.0 40.0 40.00

34+700.0 34+740.0 34.0 34.0 40.00

34+960.0 35+080.0 120.0 120.0 120.00

35+320.0 35+360.0 40.0 40.0 40.00

35+460.0 35+480.0 14.0 14.0 20.00

35+620.0 35+640.0 20.0 20.0 20.00

35+900.0 35+920.0 20.0 20.0 20.00

35+940.0 35+950.0 10.0 10.0 10.00




DE A

IZQUIERDA DERECHA

CUNETA TRAMO

(km) (m) (m)

35+980.0 36+040.0 60.0 60.0 60.00

36+180.0 36+220.0 40.0 40.0 40.00

36+690.0 36+700.0 10.0 10.0 10.00

36+780.0 36+790.0 10.0 10.0 10.00

36+900.0 36+920.0 20.0 20.0 20.00

37+100.0 37+120.0 20.0 20.0 20.00

37+220.0 37+280.0 60.0 60.0 60.00

37+500.0 37+520.0 20.0 20.0 20.00

40+620.0 40+637.3 17.3 17.3 17.30

40+800.0 40+820.0 20.0 20.0 20.00

40+940.0 40+960.0 20.0 20.0 20.00

41+000.0 41+020.0 20.0 20.0 20.00

41+040.0 41+120.0 80.0 80.0 80.00

41+300.0 41+320.0 20.0 20.0 20.00

41+427.5 41+600.0 172.5 172.5 172.50

41+630.0 41+660.0 30.0 30.0 30.00

41+990.0 42+000.0 10.0 10.0 10.00

42+680.0 42+720.0 40.0 40.0 40.00

42+740.0 42+760.0 20.0 20.0 40.0 20.00

42+820.0 42+840.0 20.0 20.0 20.00

43+220.0 43+240.0 8.0 8.0 20.00

44+280.0 44+300.0 20.0 20.0 20.00

45+540.0 45+600.0 54.0 54.0 60.00

45+720.0 45+740.0 20.0 20.0 20.00

45+780.0 45+800.0 20.0 20.0 20.00

45+800.0 45+820.0 20.0 20.0 20.00

45+880.0 45+920.0 40.0 40.0 40.00

46+040.0 46+048.0 8.0 8.0 16.0 8.00

46+060.0 46+080.0 14.0 14.0 28.0 20.00

46+180.0 46+200.0 20.0 20.0 20.00

46+230.0 46+260.0 30.0 30.0 30.00

46+260.0 46+293.0 33.0 33.0 33.00

46+300.0 46+320.0 20.0 20.0 20.00

46+380.0 46+460.0 80.0 80.0 80.00

46+460.0 46+500.0 40.0 40.0 40.00

46+500.0 46+520.0 20.0 20.0 20.00

46+540.0 46+600.0 60.0 60.0 60.00

46+600.0 46+730.0 130.0 130.0 260.0 130.00

46+730.0 46+760.0 30.0 30.0 30.00

46+760.0 46+790.0 30.0 30.0 60.0 30.00

46+810.0 46+820.0 10.0 10.0 10.00

46+860.0 46+960.0 100.0 100.0 100.00

46+970.0 46+990.0 20.0 20.0 20.00

46+990.0 47+020.0 30.0 30.0 60.0 30.00

47+020.0 47+040.0 20.0 20.0 20.00

47+040.0 47+140.0 100.0 100.0 200.0 100.00

47+140.0 47+160.0 20.0 20.0 20.00

47+420.0 47+440.0 20.0 20.0 20.00

47+780.0 47+820.0 40.0 40.0 40.00

47+820.0 47+860.0 40.0 40.0 80.0 40.00

47+860.0 47+920.0 60.0 60.0 60.00

47+920.0 47+960.0 40.0 40.0 80.0 40.00

47+960.0 48+000.0 40.0 40.0 40.00

48+020.0 48+040.0 20.0 20.0 20.00

48+040.0 48+060.0 20.0 20.0 40.0 20.00

48+060.0 48+074.0 14.0 14.0 14.00

48+080.0 48+090.0 10.0 10.0 20.0 10.00

48+090.0 48+110.0 20.0 20.0 20.00

48+120.0 48+160.0 40.0 40.0 40.00

48+170.0 48+200.0 30.0 30.0 30.00

48+220.0 48+240.0 20.0 20.0 20.00

48+240.0 48+300.0 60.0 60.0 120.0 60.00

48+300.0 48+360.0 60.0 60.0 60.00

48+460.0 48+480.0 20.0 20.0 40.0 20.00

48+480.0 48+560.0 80.0 80.0 80.00

48+680.0 48+780.0 94.0 94.0 100.00

48+820.0 48+840.0 20.0 20.0 20.00

48+860.0 49+030.0 170.0 170.0 170.00

49+050.0 49+060.0 10.0 10.0 10.00

49+060.0 49+120.0 60.0 60.0 120.0 60.00

49+120.0 49+343.5 223.5 223.5 223.50




DE A

IZQUIERDA DERECHA

CUNETA TRAMO

(km) (m) (m)

49+400.0 49+410.0 10.0 10.0 10.00

49+420.0 49+610.0 190.0 190.0 190.00

49+610.0 49+620.0 10.0 10.0 10.00

49+620.0 49+630.0 10.0 10.0 10.00

49+650.0 49+780.0 130.0 130.0 130.00

49+780.0 49+840.0 0.0 60.00

49+840.0 49+978.5 138.5 138.5 138.50

50+000.0 50+010.0 10.0 10.0 20.0 10.00

50+010.0 50+040.0 30.0 30.0 30.00

50+040.0 50+060.0 20.0 20.0 20.00

50+060.0 50+220.0 160.0 160.0 160.00

50+220.0 50+230.0 10.0 10.0 10.00

50+230.0 50+670.0 440.0 440.0 440.00

50+680.0 50+720.0 40.0 40.0 40.00

50+720.0 50+730.0 10.0 10.0 10.00

50+730.0 50+740.0 10.0 10.0 20.0 10.00

50+740.0 50+820.0 80.0 80.0 80.00

50+830.0 50+840.0 10.0 10.0 20.0 10.00

50+840.0 50+860.0 20.0 20.0 20.00

50+870.0 50+900.0 30.0 30.0 30.00

50+920.0 51+000.0 80.0 80.0 80.00

51+000.0 51+020.0 20.0 20.0 40.0 20.00

51+020.0 51+060.0 40.0 40.0 40.00

51+060.0 51+080.0 20.0 20.0 40.0 20.00

51+080.0 51+090.0 10.0 10.0 10.00

51+240.0 51+260.0 20.0 20.0 20.00

51+280.0 51+360.0 80.0 80.0 80.00

51+410.0 51+500.0 90.0 90.0 90.00

51+500.0 51+520.0 20.0 20.0 20.00

51+520.0 51+700.0 174.0 180.0 354.0 180.00

51+700.0 51+720.0 20.0 20.0 20.00

51+840.0 51+860.0 20.0 20.0 20.00

52+000.0 52+040.0 40.0 40.0 40.00

52+080.0 52+200.0 120.0 120.0 120.00

52+220.0 52+240.0 20.0 14.0 34.0 20.00

52+240.0 52+360.0 114.0 114.0 120.00

52+360.0 52+380.0 20.0 20.0 40.0 20.00

52+400.0 52+420.0 20.0 20.0 20.00

52+460.0 52+480.0 20.0 20.0 20.00

52+560.0 52+570.0 10.0 10.0 10.00

52+580.0 52+620.0 40.0 40.0 40.00

52+800.0 52+820.0 20.0 20.0 40.0 20.00

52+820.0 52+860.0 40.0 40.0 40.00

52+860.0 52+880.0 20.0 20.0 40.0 20.00

52+880.0 52+900.0 20.0 20.0 20.00

52+900.0 53+000.0 88.0 88.0 100.00

53+020.0 53+040.0 20.0 20.0 20.00

53+040.0 53+060.0 20.0 20.0 40.0 20.00

53+080.0 53+100.0 20.0 20.0 20.00

53+100.0 53+120.0 20.0 20.0 20.00

53+140.0 53+160.0 20.0 20.0 20.00

53+160.0 53+200.0 40.0 40.0 40.00

53+680.0 53+780.0 100.0 100.0 200.0 100.00

53+800.0 53+860.0 60.0 60.0 120.0 60.00

53+860.0 53+870.0 10.0 10.0 10.00

53+880.0 53+890.0 10.0 10.0 10.00

53+890.0 53+910.0 20.0 20.0 40.0 20.00

53+910.0 53+920.0 4.0 4.0 10.00

53+920.0 53+970.0 50.0 50.0 100.0 50.00

53+970.0 54+020.0 50.0 50.0 50.00

54+020.0 54+080.0 54.0 60.0 114.0 60.00

54+080.0 54+160.0 80.0 80.0 80.00

54+160.0 54+180.0 20.0 20.0 40.0 20.00

54+180.0 54+200.0 20.0 20.0 20.00

54+200.0 54+240.0 40.0 34.0 74.0 40.00

54+240.0 54+280.0 34.0 34.0 40.00

54+280.0 54+300.0 20.0 20.0 20.00

54+300.0 54+340.0 34.0 34.0 40.00

54+340.0 54+360.0 20.0 20.0 40.0 20.00

54+380.0 54+400.0 20.0 20.0 40.0 20.00

54+400.0 54+440.0 40.0 40.0 40.00




DE A

IZQUIERDA DERECHA

CUNETA TRAMO

(km) (m) (m)

54+440.0 54+460.0 20.0 20.0 20.00

54+460.0 54+510.0 50.0 50.0 100.0 50.00

54+510.0 54+530.0 20.0 20.0 20.00

54+530.0 54+550.0 20.0 20.0 40.0 20.00

54+550.0 54+600.0 50.0 50.0 50.00

54+600.0 54+620.0 14.0 14.0 28.0 20.00

54+620.0 54+640.0 14.0 14.0 20.00

54+640.0 54+740.0 94.0 100.0 194.0 100.00

54+760.0 54+880.0 108.0 108.0 120.00

54+880.0 54+910.0 30.0 30.0 60.0 30.00

54+910.0 55+120.0 204.0 204.0 210.00

55+120.0 55+140.0 20.0 20.0 40.0 20.00

55+140.0 55+160.0 20.0 20.0 20.00

55+160.0 55+180.0 20.0 20.0 40.0 20.00

55+180.0 55+260.0 80.0 80.0 80.00

55+260.0 55+270.0 10.0 10.0 20.0 10.00

55+270.0 55+300.0 30.0 30.0 30.00

55+300.0 55+320.0 20.0 20.0 40.0 20.00

55+320.0 55+340.0 20.0 20.0 20.00

55+340.0 55+440.0 100.0 100.0 200.0 100.00

55+440.0 55+460.0 20.0 20.0 20.00

55+480.0 55+540.0 54.0 54.0 60.00

55+540.0 55+560.0 20.0 20.0 40.0 20.00

55+560.0 55+580.0 20.0 20.0 20.00

55+580.0 55+600.0 20.0 14.0 34.0 20.00

55+610.0 55+680.0 70.0 70.0 70.00

55+680.0 55+760.0 80.0 80.0 80.00

55+760.0 55+820.0 60.0 60.0 60.00

55+840.0 55+900.0 60.0 60.0 60.00

55+980.0 56+020.0 40.0 40.0 40.00

56+020.0 56+030.0 10.0 10.0 20.0 10.00

56+030.0 56+040.0 10.0 10.0 10.00

56+050.0 56+060.0 10.0 10.0 20.0 10.00

56+060.0 56+105.0 45.0 45.0 45.00

56+105.0 56+108.6 3.6 3.6 7.12 3.56

TOTAL 22,570.04 19,078.92

NOTAS:

- La clasificación de materiales para la conformación de las cunetas están incluidas en las explanaciones.

Estudio Definitivo Para la Rehabilitacion y Mejoramiento de la Carretera Emp. 3S(Puno)-Vilque-Mañazo-Emp. PE-34A(Huataquita)

SUSTENTO DE METRADOS DE

CUNETAS RECTANGULARES

1.- CUNETA RECTANGULAR TAPADA

Distancia 3,340.00 m

1.1 Concreto f'c=210 kg/cm2 Area Espesor TotalLosa Superior B x h x e = 0,8 x 0.15 x 1.00 = 0.12 1.00 0.12 (+)

Losa Inferior B x h x e = 0,8 x 0.15 x 1.00 = 0.12 1.00 0.12 (+)

Muros 2 x B x h x e = 2x0,2x0.15x1.00 = 0.06 1.00 0.06 (+)

Concreto 210 KG/CM2 Log Total Concretoml m3

Total 0.30 3340.00 1002.00

1.2 Encofrado y desencofrado

Nº Veces Longitud Alto TotalCara Exterior vertical 2.00 1.00 0.55 1.10 (+)Cara Interior Vertical 2.00 1.00 0.40 0.80 (+)Encofrado de la tapa 1.00 1.00 0.15 0.15

Encofrado y Desencofrado Log Total Encofradoml m2

Total 2.05 3340.00 6847.00

1.3 Acero de refuerzo f'y=4200 kg/cm2Log. Total Total ( kg )

Descripción Nº Elementos Longitud ( ml ) Total ( ml ) Ø ( Kg/ml ) Total ( kg ) ml m2Cara superior 4 1.80 7.20 1/2" 1.00 7.20 3,340.00 24,048.00 Cara superior 3 1.20 3.60 1/2" 1.00 3.60 3,340.00 12,024.00 Cara exterior 6 1.60 9.60 1/2" 1.00 9.60 3,340.00 32,064.00 Cara interior 4 1.50 6.00 1/2" 1.00 6.00 3,340.00 20,040.00 Longitudinales 5 1.00 5.00 3/8" 0.56 2.80 3,340.00 9,352.00 Longitudinales 4 1.00 4.00 3/8" 0.56 2.24 3,340.00 7,481.60 Longitudinales 6 1.00 6.00 3/8" 0.56 3.36 3,340.00 11,222.40

Acero de refuerzo f'y=4200 kg/cm2 116232.00 kg

1.4 Junta de asfalto (e=1")Descripción Longitud Altura Espesor Nº de veces Longitud


Descripción de Insumo Metrado Insumo1.1 Concreto f'c=210 kg/cm2 1002.00 m³ 1002m²/3340m = 0.3001.2 Encofrado y desencofrado 6847.00 m² 6847m²/3340m = 2.0501.3 Acero de refuerzo f'y=4200 kg/cm2 116232.00 kg 116232kg/3340m = 34.8001.4 Junta de asfalto (e=1") 1782.40 m 1782.4ml/3340m = 0.530

m3/ml

m2/ml

METRADO DE CUNETAS RECTANGULARES TAPADAS EN EL PASO DE LAS CIUDADES

PROGRESIVA LADO DE CAMINO TIPO ENTREGA

LONGITUDDE A IZQUIERDA DERECHA

TRIANGULAR

RECTANG.

KM TAPADO M

29+300.0 30+240.0 932.0 932.0 (*) Terreno estable 1,864.0

39+460.0 40+206.0 738.0 738.0 (*) Terreno estable 1,476.0

TOTAL 3,340.0

(*) La cuneta rectangular deberá tener una sección de 0.40*0.40 m.con tapa de losa armada como indica el plano.(**) Por el pase vehicular en ambos lados se ha restado 8 metros.

ESTRUCTURA DE CRUCE : PASES VEHICULARES EN LOS ACCESOS

PROGRESIVA TIPO LADO DE VIA

DE A ESTRUCTURA B H LONG. IZQUIERD. DERECHA LUGARKM (m) (m) (m) (m) (m)

18+100.0 18+106.0 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos








43+212.9 43+218.9 Acueducto 0.40 0.30 6.0 x x Pase de Vehiculos























LONGITUD TOTAL 204.00 PASES VEHICULARES

Las tapas deberan ser de concreto reforzado


CUNETAS RECTANGULARES

CUNETA TIPO 1

Distancia 204.00 m

1.1 Concreto Ciclopeo f'c=175 kg/cm2 +30% PM Area Espesor TotalLosa Superior B x h x e = 0,2x 0.3 x 1.00 = 0.06 1.00 0.06 (+)

Losa Inferior B x h x e = 0,2x 0.3 x 1.00 = 0.06 1.00 0.06 (+)

Muros 2 x B x h x e = 2x0,3x0.4x1.00 = 0.24 1.00 0.24 (+)

Concreto Ciclopeo f'c=175 KG/CM2 + 30% PM Log Total Concretoml m3

Total 0.36 204.00 73.44

1.3 Encofrado y Desencofrado

Nº Veces Longitud Alto TotalCara Exterior vertical 2.00 1.00 0.60 1.20 (+)Cara Interior Vertical 2.00 1.00 0.30 0.60 (+)Encofrado de la tapa 1.00 1.00 0.20 0.20

Encofrado y Desencofrado Log Total Encofradoml m2

Total 2.00 204.00 408.00

1.4 Acero de refuerzo f'y=4200 kg/cm2Log. Total Total ( kg )

Descripción Nº Elementos Longitud ( ml ) Total ( ml ) Ø ( Kg/ml ) Total ( kg ) ml m2Cara superior 5 1.45 7.25 1/2" 1.00 7.25 204.00 1,479.00 Longitudinales 6 1.40 8.40 3/8" 0.56 4.70 204.00 958.80 Longitudinales 6 1.00 6.00 3/8" 0.56 3.36 204.00 685.44 Longitudinales 6 1.00 6.00 3/8" 0.56 3.36 204.00 685.44

Acero de refuerzo f'y=4200 kg/cm2 18.67 Kg/ml 3808.68 kg

1.5 Junta de asfalto (e=1")Descripción Longitud Altura Espesor Nº de veces Longitud


Descripción de Insumo Metrado InsumoConcreto Ciclopeo f'c=175 kg/cm2 +30% PM 73.44 m³ 73.44m²/204m = 0.360Encofrado y Desencofrado 408.00 m² 408m²/204m = 2.000Acero de refuerzo f'y=4200 kg/cm2 3808.68 kg 3808.68kg/204m = 18.670Junta de asfalto (e=1") 61.20 m 61.2m²/204m = 0.300

m3/ml

m2/ml

Acueducto (040.x0.40)

ESTRUCTURA DE CRUCE : TRANSICIONES DE LAS CUNETAS

TRANSICION DE ENTRADA TRANSICION DE SALIDA

PROGRESIVA PROGRESIVA

DE A Long. DE A Long.

KM (m) KM (m)

18+098.0 18+100.0 2.00 18+104.5 18+106.0 1.5

20+554.3 20+556.3 2.00 20+560.8 20+562.3 1.5

20+743.5 20+745.5 2.00 20+750.0 20+751.5 1.5

20+734.2 20+736.2 2.00 20+740.7 20+742.2 1.5

21+578.0 21+580.0 2.00 21+584.5 21+586.0 1.5

29+598.0 29+600.0 2.00 29+604.5 29+606.0 1.5

34+726.3 34+728.3 2.00 34+732.8 34+734.3 1.5

35+452.0 35+454.0 2.00 35+458.5 35+460.0 1.5

43+210.9 43+212.9 4.00 43+217.4 43+218.9 3.0

43+227.7 43+229.7 2.00 43+234.2 43+235.7 1.5

45+589.2 45+591.2 2.00 45+595.7 45+597.2 1.5

46+054.5 46+056.5 4.00 46+061.0 46+062.5 3.0

48+668.0 48+670.0 2.00 48+674.5 48+676.0 1.5

51+664.4 51+666.4 2.00 51+670.9 51+672.4 1.5

52+227.0 52+229.0 2.00 52+233.5 52+235.0 1.5

52+242.6 52+244.6 2.00 52+249.1 52+250.6 1.5

52+955.5 52+957.5 2.00 52+962.0 52+963.5 1.5

52+984.5 52+986.5 2.00 52+991.0 52+992.5 1.5

53+915.5 53+917.5 2.00 53+922.0 53+923.5 1.5

54+066.2 54+068.2 2.00 54+072.7 54+074.2 1.5

54+247.6 54+249.6 4.00 54+254.1 54+255.6 3.0

54+333.8 54+335.8 2.00 54+340.3 54+341.8 1.5

54+607.0 54+609.0 2.00 54+613.5 54+615.0 1.5

54+618.0 54+620.0 2.00 54+624.5 54+626.0 1.5

54+622.0 54+624.0 2.00 54+628.5 54+630.0 1.5

54+687.4 54+689.4 2.00 54+693.9 54+695.4 1.5

54+745.4 54+747.4 2.00 54+751.9 54+753.4 1.5

54+826.5 54+828.5 2.00 54+833.0 54+834.5 1.5

54+938.0 54+940.0 2.00 54+944.5 54+946.0 1.5

55+518.0 55+520.0 2.00 55+524.5 55+526.0 1.5

55+584.6 55+586.6 2.00 55+591.1 55+592.6 1.5

LONGITUD TOTAL 68.00 LONGITUD TOTAL 51.0

En las progresivas 43+212.9, 46+056.5 y 54+249.6, los pases estan en ambos lados de la via, por lo tanto tambien las transiciones van en ambos lados.


TRANSICIÓN DE ENTRADA Y SALIDA

0.4.01 TRANSICIÓN DE ENTRADA Y SALIDA

Entrada Salida

1.1 Concreto f'c=175kg/cm2Volumen Long

0.32 2.00

Concreto f'c=175kg/cm2 Log Total transición Concretoml m3

0.16 68.00 10.88

Salida Volumen Long0.24 1.50

Concreto f'c=175kg/cm2 Log Total transición Concretoml m3

0.16 51.00 8.16 ###

Total de concreto de entrada y salida f'c=175kg/cm219.04 m3

1..2 Encofrado y Desencofrado

Entrada Nº Veces Area Sub TotalTotal

Cara Interior 34 1.2 40.8

Junta, Friso 34 0.164 5.576

Cara Exterior 34 1.6 54.4

Friso Ext 34 0.4 13.6 114.376

Salida Nº Veces Area Sub TotalTotal

Cara Interior 34 0.9 30.6

Junta, Friso frontal 34 0.164 5.576

Cara Exterior 34 1.2 40.8

Friso Ext 34 0.3 10.2 87.18

Total Encofrado y Desencofrado201.55 m2

1.3 Junta de asfalto (e=1")

Entrada

Descripción Longitud Long Trans Long /ml Nº de veces Longitud Junta de asfalto 2.80 2.000 14.00 34.00 95.200 ml

Salida

Descripción Longitud Long Trans Long / ml Nº de veces Longitud Junta de asfalto 2.80 1.500 1.87 34.00 95.200 ml

Total Sello asfáltico190.400 ml

Descripción de Insumo Metrado Insumo

1.10 Concreto f'c=175kg/cm2 19.04 m³ 19.04m3/119m = 0.160

1.20 Encofrado y Desencofrado 201.55 m³ 201.552m²/119m = 1.690

1.30 Junta de asfalto (e=1") 190.40 m³ 190.4m²/119m = 1.600

m3/ml

m3/ml

0.4.0.1 CUNETAS

Documents

Transcript of 0.4.0.1 CUNETAS