0.4.0.1 CUNETAS
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Transcript of 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
SUSTENTO DE METRADOS 2/7
CUNETAS TRIANGULARES REVESTIDAS
PROGRESIVA LADO DE CAMINO LONGITUD DE LONGITUD DE
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
SUSTENTO DE METRADOS 3/7
CUNETAS TRIANGULARES REVESTIDAS
PROGRESIVA LADO DE CAMINO LONGITUD DE LONGITUD DE
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
SUSTENTO DE METRADOS 4/7
CUNETAS TRIANGULARES REVESTIDAS
PROGRESIVA LADO DE CAMINO LONGITUD DE LONGITUD DE
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
SUSTENTO DE METRADOS 5/7
CUNETAS TRIANGULARES REVESTIDAS
PROGRESIVA LADO DE CAMINO LONGITUD DE LONGITUD DE
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
SUSTENTO DE METRADOS 6/7
CUNETAS TRIANGULARES REVESTIDAS
PROGRESIVA LADO DE CAMINO LONGITUD DE LONGITUD DE
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
SUSTENTO DE METRADOS 7/7
CUNETAS TRIANGULARES REVESTIDAS
PROGRESIVA LADO DE CAMINO LONGITUD DE LONGITUD DE
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
Junta de asfalto @ 3m 1.60 0.025 0.025 1114.00 1782.400 ml
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
20+556.3 20+562.3 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
20+745.5 20+751.5 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
20+736.2 20+742.2 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
21+580.0 21+586.0 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
29+600.0 29+606.0 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
34+728.3 34+734.3 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
35+454.0 35+460.0 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
43+229.7 43+235.7 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
45+591.2 45+597.2 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
46+056.5 46+062.5 Acueducto 0.40 0.30 6.0 x x Pase de Vehiculos
48+670.0 48+676.0 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
51+666.4 51+672.4 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
52+229.0 52+235.0 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
52+244.6 52+250.6 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
52+957.5 52+963.5 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
52+986.5 52+992.5 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
53+917.5 53+923.5 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
54+068.2 54+074.2 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
54+249.6 54+255.6 Acueducto 0.40 0.30 6.0 x x Pase de Vehiculos
54+335.8 54+341.8 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
54+609.0 54+615.0 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
54+620.0 54+626.0 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
54+624.0 54+630.0 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
54+689.4 54+695.4 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
54+747.4 54+753.4 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
54+828.5 54+834.5 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
54+940.0 54+946.0 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
55+520.0 55+526.0 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
55+586.6 55+592.6 Acueducto 0.40 0.30 6.0 x Pase de Vehiculos
LONGITUD TOTAL 204.00 PASES VEHICULARES
Las tapas deberan ser de concreto reforzado
SUSTENTO DE METRADOS DE
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
Junta de asfalto @ 3m 1.80 0.025 0.025 34.00 61.200 ml
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.
SUSTENTO DE METRADOS DE
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