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Ministerio de Transportes Comunicaciones Vivienda y Construccion

Proyecto Especial de Infraestructura de Transpote Nacional - Provias Nacional

Carretera : Casma - Yautan - Huaraz

Tramo : Pariacoto - Yupash

METRADOS DE REMOCION DE MUROS EN PLATAFORMA

Demolición 601.E Transporte de material al botadero

Pantalla Cimentación 202.B 906.A Botadero Dist.bot/ 700.C 700.D

PROGRESIVA Largo espe. altura Largo espe. altura Demol.est Excav. Carguio Dep.dese Prog. Acc. c.g.exc. 1< km > 1km Observación

(m) (m) (m) (m) (m) (m) (m3) (m3) (m3) (m3) (km) (km) (km) (m3xkm) (m3xkm)

86+515 2.00 0.25 2.00 2.00 0.28 0.30 1.17 0.35 1.52 1.38 71260.00 0.05 15.19 1.38 19.58

95+665 3.18 0.48 2.55 3.18 0.48 0.40 4.5 0.99 5.49 4.99 71260.00 0.05 24.34 4.99 116.44

95+688 2.55 0.48 2.16 2.55 0.50 0.40 3.15 0.82 3.97 3.61 71260.00 0.05 24.36 3.61 84.32

TOTAL==> 8.82 2.16 10.98 9.98 9.98 220.34

PARTIDA 202.B DEMOLICION DE ESTRUCTURAS 8.82 m3

PARTIDA 601.E EXCAV.NO CLASIF.PARA ESTRUCTURAS 2.16 m3

PARTIDA 700.C TRANSP.MAT.ELIMINAR HASTA 1 KM 9.98 m3km

PARTIDA 700.D TRANSP.MAT.ELIMINAR DESPUES 1 KM 220.34 m3km

CARGUIO 10.98 m3

PARTIDA 906.A DEPOSITO DE DESECHOS 9.98 m3

Indicadora salida de Poblado

Jirac

Indicadora de zona urbana

Yupash / Municipalidad

Indicadora de zona urbana Yupash / Obras de Municipalidad

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METRADOS DE OBRAS DE ARTE Y DRENAJE

PASES VEHICULARES, PEATONALES

610.J 610.E 610.D 610.F 611.A 615.A 601.E 605.A 906.A Botadero 700.C 700.D

LOSA VEHICULAR

Cto.Ciclop.f'c=140 kg/cm2

Encofrado Acero reF. Relleno Carguio Deposit desechos Prog. Acc. Dist.sec/c.g. Trans.<1km Trans.>1km

PROGRESIVA LADO (m3) (m3) (m3) (m3) (m2) (kg) (m3) (m3) (m3) (m3) (km) (m3xkm) (m3xkm)

56+650 I 2.048 0.9223 17.692 129.024 6.15 4.1 1.86 58+360 0.200 1.79 1.86 1.47

95+400 D 2.048 0.9223 17.692 129.024 6.15 4.1 1.86 71+260 0.050 24.07 1.86 42.91

PASE PEATONAL 0 0

PROGRESIVA LADO 0 0

56+650 D 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 58+360 0.200 1.79 0.38 0.30

57+700 D 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 58+360 0.200 0.74 0.28 0.00

57+950 D 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 58+360 0.200 0.49 0.19 0.00

67+080 D 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 68+090 0.050 0.94 0.36 0.00

67+150 D 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 68+090 0.050 0.87 0.33 0.00

67+130 D 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 68+090 0.050 0.89 0.34 0.00

67+450 I 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 68+090 0.050 0.57 0.22 0.00

73+150 I 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 71+260 0.050 1.82 0.38 0.31

73+550 I 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 71+260 0.050 2.22 0.38 0.46

83+250 I 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 71+260 0.050 11.92 0.38 4.15

83+550 I 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 71+260 0.050 12.22 0.38 4.26

87+330 I 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 71+260 0.050 16.00 0.38 5.70

87+600 I 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 71+260 0.050 16.27 0.38 5.80

95+450 I 0.6 0.186 6.05 7.907 2.13 1.71 0.42 0.38 71+260 0.050 24.12 0.38 8.79

Total==> 12.496 2.604 1.8446 0 120.084 368.746 42.12 32.14 5.88 9.04 8.48 74.15

Partida 207.A Prestamo de canteras (m3)

Partida 906.A Deposito de desechos 9.04 (m3)

Carguio a Camion Volquete 5.88 (m3)

Partida 700.A Transp. mat. Gran. hasta 1 km (m3xkm)

Partida 700.B Transp. mat. Gran. despues de 1 km (m3xkm)

Partida 700.C Transp. mat. Eliminar hasta 1 km 8.48 (m3xkm)

Partida 700.D Transp. mat. Eliminar despues de 1 km 74.15 (m3xkm)

Partida 601.E Excavación no clasificada para estructuras 42.12 (m3)

Partida 605.A Relleno para estructuras 32.14 (m3)

Partida 610.J Concreto Ciclopeo f'c=140 kg/cm2 12.50 (m3)

Partida 610.E Concreto Simple f'c=175 kg/cm2 2.60 (m3)

Partida 610.D Concreto Simple f'c=210 kg/cm2 1.84 (m3)

Partida 610.F Concreto Simple f'c=280 kg/cm2 0.00 (m3)

Partida 611.A Encofrado y desencofrado 120.08 (m2)

Partida 615.A Acero de refuerzo 368.75 (kg)

Cto.f'c=175

kg/cm2

Cto.f'c=210

kg/cm2

Cto.f'c=280

kg/cm2

Excav.p/

estruc.



Carreter: Casma - Yautan - Huaraz


METRADO DE MUROS DE SOSTENIMIENTO DE CONCRETO ARMADO

610.D 610.D 610.J 610.K 611.A 615.A 840.A 654.A 656.A Tubo PVC D=2" 656.C Tubo PVC D=4"

No PROGRESIVA TIPO Long. Altura Cto. Simple Cto. Simple Cto. Ciclop Cto.Ciclop Enc./desenc. Enc./desenc. Acero fy= Pint.muro/alc Juntas Cant.de Area sec. Total Tubo Cant. Pantalla Cimi.2 Cimi.3 Tubo Transv.s/perf. Cant.

Lado H f'c=210 kg/cm2 f'c=210 kg/cm2 f'c=140 kg/cm2 f'c=100 kg/cm2 Area Total Ciment. Elevac. 4200 kg/cm2 para muros juntas juntas area PVC d=2" Vert. Hor. long. Cant. long. Cant. PVC d=4" long. Cant.

(1) (m) (m3) (m3) (m3) (m3) (m2) (m2) (m2) (kg) (m2) (m) (und) (m2) (m2) (m) (m) (und) (und) (und) (m) (und) (m) (und) (m) (m) (m) (und) (und)

1 29+550 29+560 MS I 10 6.5 26.30 24.10 0.00 0.00 136.00 13.00 123.00 2280.10 6.180 6.50 1.00 1.30 1.30 7.20 0.45 16.00 4.00 4.00 0.00 4.00 0.00 4.00 15.70 10.00 5.70 1.00 1.00

TOTALES ===> 10 26.30 24.10 0.00 0.00 136.00 2280.10 6.18 6.50 1.30 7.20 15.70Inc.m2 de area secc.de junta/h de muro=> 0.2

CARGUIO A CAMION VOLQUETE 24.05 m3

601.E EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS 185.79 m3605.A RELLENO PARA ESTRUCTURAS 161.74 m3605.B FILTRO DE GRAVA Y ARENA 23.67 m3610.D CONCRETO SIMPLE F'C=210 KG/CM2 50.40 m3610.E CONCRETO SIMPLE F'C=175 KG/CM2 0.00 m3610.J CONCRETO CICLOPEO F'C=140 KG/CM2 0.00 m3610.K CONCRETO CICLOPEO F'C=100 KG/CM2 0.00 m3611.A ENCOFRADO Y DESENCOFRADO 136.00 m2615.A ACERO DE REFUERZO 2280.10 kg654.A JUNTAS PARA MUROS 6.50 m656.A TUBO DE PVC D=2" 7.20 m656.C TUBO DE PVC D=4" 15.70 m906.A DEPOSITO DE DESCHOS 21.86 m3700.C TRANSPORTE A ELIMINAR HASTA 1 KM 21.86 m3km700.D TRANSPORTE A ELIMINAR DESPUES DE 1 KM 888.28 m3km840.A PINTADO DE PARAPETOS DE MUROS Y ALCANTARILLAS 6.18 m2

Long.pr

om.

Long.perfor

ado

(1)x(0.30+0.30)+

2x0.30x0.30 Codo 90o






610.D 610.D 610.J 610.K 611.A

No PROGRESIVA TIPO Long. Altura Cto. Simple Cto. Simple Cto. Ciclop Cto.Ciclop Enc./desenc. Enc./desenc.

Lado H f'c=210 kg/cm2 f'c=210 kg/cm2 f'c=140 kg/cm2 f'c=100 kg/cm2 Area Total Ciment. Elevac.

(1) (m) (m3) (m3) (m3) (m3) (m2) (m2) (m2)

1 29+550 29+560 MS I 10 6.5 26.30 24.10 0.00 0.00 136.00 13.00 123.00

TOTALES ===> 10 26.30 24.10 0.00 0.00 136.00Inc.m2 de area secc.de junta/h de muro=>

CARGUIO A CAMION VOLQUETE 24.05 m3

601.E EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS 185.79 m3605.A RELLENO PARA ESTRUCTURAS 161.74 m3605.B FILTRO DE GRAVA Y ARENA 23.67 m3610.D CONCRETO SIMPLE F'C=210 KG/CM2 50.40 m3610.E CONCRETO SIMPLE F'C=175 KG/CM2 0.00 m3610.J CONCRETO CICLOPEO F'C=140 KG/CM2 0.00 m3610.K CONCRETO CICLOPEO F'C=100 KG/CM2 0.00 m3611.A ENCOFRADO Y DESENCOFRADO 136.00 m2615.A ACERO DE REFUERZO 2280.10 kg654.A JUNTAS PARA MUROS 6.50 m656.A TUBO DE PVC D=2" 7.20 m656.C TUBO DE PVC D=4" 15.70 m906.A DEPOSITO DE DESCHOS 21.86 m3700.C TRANSPORTE A ELIMINAR HASTA 1 KM 21.86 m3km700.D TRANSPORTE A ELIMINAR DESPUES DE 1 KM 888.28 m3km840.A PINTADO DE PARAPETOS DE MUROS Y ALCANTARILLAS 6.18 m2

605.B Filtro 601.E 605.A 906.A Botadero Dist.bot/ 700.C 700.D

Filtro Exc.n/clasif Rellen.para estructuras Dep. Carguio

Grava/arena pantalla ciment.1 ciment.2 ciment.3 Area Vol Area Vol desch. Prog. Acc. c.g.exc. 1< km > 1km

(m3) (m3/m) (m3/m) (m3/m) (m3/m) (m2) Areax(1) (m2) Areax(1) (m3) (m3) (km) (km) (km) (m3xkm) (m3xkm)

23.67 1.62 0.75 0.00 0.00 18.58 185.79 16.17 161.74 21.86 24.05 71260 0.05 41.64 21.86 888.28

23.67 185.79 161.74 21.86 24.05 21.86 888.28

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610.D 610.E 610.J 610.K 611.A



(1) (m) (m3) (m3) (m3) (m3) (m2) (m2) (m2)

MUROS DE SOSTENIMIENTO EN TALUD DE RELLENO 1 64+115 64+125 MS D 10 8.50 20.38 33.74 56.65 0.00 203.10 63.90 139.20

2 66+495 66+515 MS D 20 10 46.32 79.94 143.34 111.96 540.00 206.20 333.80

3 67+555 67+570 MC D 15 6.5 25.91 53.09 33.08 0.00 241.65 68.40 173.25

4 67+690 67+710 MS D 20 4.5 27.44 45.88 0.00 0.00 216.60 43.80 172.80

5 68+135 68+155 MS D 20 6.5 34.54 70.78 44.10 0.00 322.20 91.20 231.00

6 68+735 68+745 MS D 10 4.5 13.72 22.94 0.00 0.00 108.30 21.90 86.40

7 69+205 69+235 MS D 30 5 48.03 74.07 0.00 0.00 359.10 67.50 291.60

8 69+235 69+270 MS D 35 6.5 60.45 123.87 77.18 0.00 563.85 159.60 404.25

9 69+270 69+290 MS D 20 6 34.12 98.16 0.00 0.00 296.20 76.00 220.20

10 69+290 69+310 MS D 20 10 46.32 79.94 143.34 111.96 540.00 206.20 333.80

11 69+310 69+326 MS D 16 4.5 21.95 36.70 0.00 0.00 173.28 35.04 138.24

12 69+326 69+350 MC D 24 8 48.91 80.98 135.96 0.00 487.44 153.36 334.08

13 69+350 69+365 MS D 15 6.5 25.91 53.09 33.08 0.00 241.65 68.40 173.25

14 70+220 70+230 MC I 10 4.5 13.72 22.94 0.00 0.00 108.30 21.90 86.40

15 73+773 73+785 MC D 12 8 24.46 40.49 67.98 0.00 243.72 76.68 167.04

16 79+065 79+075 MS D 10 4.5 13.72 22.94 0.00 0.00 108.30 21.90 86.40

17 79+565 79+575 MS D 10 5 16.01 24.69 0.00 0.00 119.70 22.50 97.20

18 79+575 79+585 MS D 10 6.5 17.27 35.39 22.05 0.00 161.10 45.60 115.50

19 79+585 79+595 MS D 10 13 48.22 51.93 85.72 126.16 370.00 138.20 231.80

20 79+595 79+605 MS D 10 15 60.38 54.39 91.81 137.67 400.80 145.20 255.60

21 79+605 79+630 MS D 25 13 120.55 129.83 214.30 315.40 925.00 345.50 579.50

22 79+630 79+645 MS D 15 11 37.43 60.71 108.39 156.11 460.05 187.35 272.70

23 79+645 79+655 MC D 10 6.5 17.27 35.39 22.05 0.00 161.10 45.60 115.50

24 79+655 79+665 MS D 10 5.5 15.70 39.91 0.00 0.00 134.80 33.00 101.80

25 79+665 79+675 MS D 10 5.5 15.70 39.91 0.00 0.00 134.80 33.00 101.80

26 79+685 79+705 MS D 20 6.5 34.54 70.78 44.10 0.00 322.20 91.20 231.00

27 81+335 81+345 MS D 10 4.5 13.72 22.94 0.00 0.00 108.30 21.90 86.40

28 84+585 84+595 MS D 10 5 16.01 24.69 0.00 0.00 119.70 22.50 97.20


CARGUIO A CAMION VOLQUETE 4171.34 m3PARTIDA 601.E EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS 10247.19 m3PARTIDA 605.A RELLENO PARA ESTRUCTURAS 6075.85 m3PARTIDA 605.B FILTRO DE GRAVA Y ARENA 1270.57 m3PARTIDA 610.D CONCRETO SIMPLE F'C=210 KG/CM2 918.70 m3PARTIDA 610.E CONCRETO SIMPLE F'C=175 KG/CM2 1530.11 m3PARTIDA 610.J CONCRETO CICLOPEO F'C=140 KG/CM2 1323.13 m3PARTIDA 610.K CONCRETO CICLOPEO F'C=100 KG/CM2 959.26 m3PARTIDA 611.A ENCOFRADO Y DESENCOFRADO 8171.24 m2PARTIDA 615.A ACERO DE REFUERZO 54709.74 kgPARTIDA 654.A JUNTAS PARA MUROS 344.50 mPARTIDA 656.A TUBO DE PVC D=2" 829.57 mPARTIDA 656.C TUBO DE PVC D=4" 721.76 mPARTIDA 906.A DEPOSITO DE DESCHOS 3792.11 m3PARTIDA 700.C TRANSPORTE A ELIMINAR HASTA 1 KM 3462.94 m3kmPARTIDA 700.D TRANSPORTE A ELIMINAR DESPUES DE 1 KM 14136.00 m3kmPARTIDA 840.A PINTADO DE PARAPETOS DE MUROS Y ALCANTARILLAS 267.24 m2MC : Muro cabezalMS : Muro de sostenimiento

615.A 840.A 654.A 656.A Tubo PVC D=2" 656.C Tubo PVC D=4"

Acero fy= Pint.muro/alc Juntas Cant.de Area sec. Total Tubo Cant. Pantalla Cimi.2 Cimi.3 Tubo Transv.s/perf. Cant.

4200 kg/cm2 para muros juntas juntas area PVC d=2" Vert. Hor. long. Cant. long. Cant. PVC d=4" long. Cant.

(kg) (m2) (m) (und) (m2) (m2) (m) (m) (und) (und) (und) (m) (und) (m) (und) (m) (m) (m) (und) (und)

Long.pr

om.

Long.perfor

ado

(1)x(0.30+0.30)+

2x0.30x0.30 Codo 90o

1377.00 6.180 8.50 1.00 3.75 3.75 20.40 0.45 16.00 4.00 4.00 3.30 4.00 0.00 4.00 16.05 10.00 6.05 1.00 1.00

3340.00 12.180 20.00 2.00 5.40 10.80 75.36 0.45 32.00 4.00 8.00 2.44 8.00 5.19 8.00 35.37 20.00 7.69 2.00 2.00

1717.50 9.180 13.00 2.00 2.90 5.80 27.15 0.45 18.00 3.00 6.00 3.18 6.00 6.00 26.35 15.00 5.68 2.00 2.00

1795.80 12.180 9.00 2.00 1.50 3.00 10.80 0.45 24.00 3.00 8.00 8.00 8.00 29.10 20.00 4.55 2.00 2.00

2290.00 12.180 13.00 2.00 2.90 5.80 36.20 0.45 24.00 3.00 8.00 3.18 8.00 8.00 31.35 20.00 5.68 2.00 2.00

897.90 6.180 4.50 1.00 1.50 1.50 5.40 0.45 12.00 3.00 4.00 4.00 4.00 14.55 10.00 4.55 1.00 1.00

2917.80 18.180 15.00 3.00 1.50 4.50 16.20 0.45 36.00 3.00 12.00 12.00 12.00 44.16 30.00 4.72 3.00 3.00

4007.50 21.180 26.00 4.00 2.90 11.60 63.35 0.45 42.00 3.00 14.00 3.18 14.00 14.00 57.70 35.00 5.68 4.00 4.00

2187.80 12.180 12.00 2.00 2.35 4.70 10.80 0.45 24.00 3.00 8.00 8.00 8.00 30.30 20.00 5.15 2.00 2.00

3340.00 12.180 20.00 2.00 5.40 10.80 75.36 0.45 32.00 4.00 8.00 2.44 8.00 5.19 8.00 35.37 20.00 7.69 2.00 2.00

1436.64 9.780 9.00 2.00 1.50 3.00 8.10 0.45 18.00 3.00 6.00 6.00 6.00 25.10 16.00 4.55 2.00 2.00

3304.80 14.580 24.00 3.00 3.75 11.25 51.00 0.45 40.00 4.00 10.00 3.30 10.00 10.00 42.15 24.00 6.05 3.00 3.00

1717.50 9.180 13.00 2.00 2.90 5.80 27.15 0.45 18.00 3.00 6.00 3.18 6.00 6.00 26.35 15.00 5.68 2.00 2.00

897.90 6.180 4.50 1.00 1.50 1.50 5.40 0.45 12.00 3.00 4.00 4.00 4.00 14.55 10.00 4.55 1.00 1.00

1652.40 7.380 8.00 1.00 3.75 3.75 25.50 0.45 20.00 4.00 5.00 3.30 5.00 5.00 18.05 12.00 6.05 1.00 1.00

897.90 6.180 4.50 1.00 1.50 1.50 5.40 0.45 12.00 3.00 4.00 4.00 4.00 14.55 10.00 4.55 1.00 1.00

972.60 6.180 5.00 1.00 1.50 1.50 5.40 0.45 12.00 3.00 4.00 4.00 4.00 14.72 10.00 4.72 1.00 1.00

1145.00 6.180 6.50 1.00 2.90 2.90 18.10 0.45 12.00 3.00 4.00 3.18 4.00 4.00 15.68 10.00 5.68 1.00 1.00

1874.80 6.180 13.00 1.00 6.45 6.45 45.80 0.45 20.00 5.00 4.00 3.20 4.00 6.00 4.00 19.40 10.00 9.40 1.00 1.00

2165.30 6.180 15.00 1.00 6.60 6.60 49.60 0.45 24.00 6.00 4.00 3.35 4.00 6.35 4.00 20.05 10.00 10.05 1.00 1.00

4687.00 15.180 39.00 3.00 6.45 19.35 114.50 0.45 50.00 5.00 10.00 3.20 10.00 6.00 10.00 53.20 25.00 9.40 3.00 3.00

2788.50 9.180 22.00 2.00 6.15 12.30 56.70 0.45 24.00 4.00 6.00 2.45 6.00 5.20 6.00 31.40 15.00 8.20 2.00 2.00

1145.00 6.180 6.50 1.00 2.90 2.90 18.10 0.45 12.00 3.00 4.00 3.18 4.00 4.00 15.68 10.00 5.68 1.00 1.00

996.30 6.180 5.50 1.00 2.00 2.00 5.40 0.45 12.00 3.00 4.00 4.00 4.00 14.99 10.00 4.98 1.00 1.00

996.30 6.180 5.50 1.00 2.00 2.00 5.40 0.45 12.00 3.00 4.00 4.00 4.00 14.99 10.00 4.98 1.00 1.00

2290.00 12.180 13.00 2.00 2.90 5.80 36.20 0.45 24.00 3.00 8.00 3.18 8.00 8.00 31.35 20.00 5.68 2.00 2.00

897.90 6.180 4.50 1.00 1.50 1.50 5.40 0.45 12.00 3.00 4.00 4.00 4.00 14.55 10.00 4.55 1.00 1.00

972.60 6.180 5.00 1.00 1.50 1.50 5.40 0.45 12.00 3.00 4.00 4.00 4.00 14.72 10.00 4.72 1.00 1.00

54709.74 267.24 344.50 153.85 829.57 721.760.4466

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610.D 610.E 610.J 610.K 611.A



(1) (m) (m3) (m3) (m3) (m3) (m2) (m2) (m2)

MUROS DE SOSTENIMIENTO EN TALUD DE RELLENO 1 64+115 64+125 MS D 10 8.50 20.38 33.74 56.65 0.00 203.10 63.90 139.20

2 66+495 66+515 MS D 20 10 46.32 79.94 143.34 111.96 540.00 206.20 333.80

3 67+555 67+570 MC D 15 6.5 25.91 53.09 33.08 0.00 241.65 68.40 173.25

4 67+690 67+710 MS D 20 4.5 27.44 45.88 0.00 0.00 216.60 43.80 172.80

5 68+135 68+155 MS D 20 6.5 34.54 70.78 44.10 0.00 322.20 91.20 231.00

6 68+735 68+745 MS D 10 4.5 13.72 22.94 0.00 0.00 108.30 21.90 86.40

7 69+205 69+235 MS D 30 5 48.03 74.07 0.00 0.00 359.10 67.50 291.60

8 69+235 69+270 MS D 35 6.5 60.45 123.87 77.18 0.00 563.85 159.60 404.25

9 69+270 69+290 MS D 20 6 34.12 98.16 0.00 0.00 296.20 76.00 220.20

10 69+290 69+310 MS D 20 10 46.32 79.94 143.34 111.96 540.00 206.20 333.80

11 69+310 69+326 MS D 16 4.5 21.95 36.70 0.00 0.00 173.28 35.04 138.24

12 69+326 69+350 MC D 24 8 48.91 80.98 135.96 0.00 487.44 153.36 334.08

13 69+350 69+365 MS D 15 6.5 25.91 53.09 33.08 0.00 241.65 68.40 173.25

14 70+220 70+230 MC I 10 4.5 13.72 22.94 0.00 0.00 108.30 21.90 86.40

15 73+773 73+785 MC D 12 8 24.46 40.49 67.98 0.00 243.72 76.68 167.04

16 79+065 79+075 MS D 10 4.5 13.72 22.94 0.00 0.00 108.30 21.90 86.40

17 79+565 79+575 MS D 10 5 16.01 24.69 0.00 0.00 119.70 22.50 97.20

18 79+575 79+585 MS D 10 6.5 17.27 35.39 22.05 0.00 161.10 45.60 115.50

19 79+585 79+595 MS D 10 13 48.22 51.93 85.72 126.16 370.00 138.20 231.80

20 79+595 79+605 MS D 10 15 60.38 54.39 91.81 137.67 400.80 145.20 255.60

21 79+605 79+630 MS D 25 13 120.55 129.83 214.30 315.40 925.00 345.50 579.50

22 79+630 79+645 MS D 15 11 37.43 60.71 108.39 156.11 460.05 187.35 272.70

23 79+645 79+655 MC D 10 6.5 17.27 35.39 22.05 0.00 161.10 45.60 115.50

24 79+655 79+665 MS D 10 5.5 15.70 39.91 0.00 0.00 134.80 33.00 101.80

25 79+665 79+675 MS D 10 5.5 15.70 39.91 0.00 0.00 134.80 33.00 101.80

26 79+685 79+705 MS D 20 6.5 34.54 70.78 44.10 0.00 322.20 91.20 231.00

27 81+335 81+345 MS D 10 4.5 13.72 22.94 0.00 0.00 108.30 21.90 86.40

28 84+585 84+595 MS D 10 5 16.01 24.69 0.00 0.00 119.70 22.50 97.20


CARGUIO A CAMION VOLQUETE 4171.34 m3PARTIDA 601.E EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS 10247.19 m3PARTIDA 605.A RELLENO PARA ESTRUCTURAS 6075.85 m3PARTIDA 605.B FILTRO DE GRAVA Y ARENA 1270.57 m3PARTIDA 610.D CONCRETO SIMPLE F'C=210 KG/CM2 918.70 m3PARTIDA 610.E CONCRETO SIMPLE F'C=175 KG/CM2 1530.11 m3PARTIDA 610.J CONCRETO CICLOPEO F'C=140 KG/CM2 1323.13 m3PARTIDA 610.K CONCRETO CICLOPEO F'C=100 KG/CM2 959.26 m3PARTIDA 611.A ENCOFRADO Y DESENCOFRADO 8171.24 m2PARTIDA 615.A ACERO DE REFUERZO 54709.74 kgPARTIDA 654.A JUNTAS PARA MUROS 344.50 mPARTIDA 656.A TUBO DE PVC D=2" 829.57 mPARTIDA 656.C TUBO DE PVC D=4" 721.76 mPARTIDA 906.A DEPOSITO DE DESCHOS 3792.11 m3PARTIDA 700.C TRANSPORTE A ELIMINAR HASTA 1 KM 3462.94 m3kmPARTIDA 700.D TRANSPORTE A ELIMINAR DESPUES DE 1 KM 14136.00 m3kmPARTIDA 840.A PINTADO DE PARAPETOS DE MUROS Y ALCANTARILLAS 267.24 m2MC : Muro cabezalMS : Muro de sostenimiento

605.B Filtro 601.E 605.A 906.A Botadero Dist.bot/ 700.C 700.D

Filtro Exc.n/clasif Rellen.para estructuras Dep. Carguio

Grava/arena pantalla ciment.1 ciment.2 ciment.3 Area Vol Area Vol desch. Prog. Acc. c.g.exc. 1< km > 1km

(m3) (m3/m) (m3/m) (m3/m) (m3/m) (m2) Areax(1) (m2) Areax(1) (m3) (m3) (km) (km) (km) (m3xkm) (m3xkm)

31.62 1.36 0.98 0.83 0.00 22.07 220.67 11.04 110.42 100.23 110.25 64085 0.05 0.00 0 0

84.45 1.51 1.06 1.05 0.60 38.02 760.33 20.80 415.93 313.09 344.4 68090 0.05 1.52 313.09 161.24

39.11 1.14 0.99 0.48 18.42 276.25 10.95 164.22 101.85 112.03 68090 0.05 0.46 46.65 0

33.84 0.91 0.78 10.35 207 8.05 161 41.82 46 68090 0.05 0.32 13.38 0

52.14 1.14 0.99 0.48 18.42 368.33 10.95 218.96 135.79 149.37 68090 0.05 0.00 0 0

16.92 0.91 0.78 10.35 103.5 8.05 80.5 20.91 23 68090 0.05 0.58 12.13 0

56.61 1.06 0.83 11.52 345.5 9.05 271.4 67.36 74.1 68090 0.05 1.06 67.36 4.04

91.24 1.14 0.99 0.48 18.42 644.58 10.95 383.18 237.64 261.4 68090 0.05 1.09 237.64 22.1

46.14 1.14 1.17 14.70 294 9.76 195.25 89.77 98.75 68090 0.05 1.12 89.77 10.77

84.45 1.51 1.06 1.05 0.60 38.02 760.33 20.80 415.93 313.09 344.4 68090 0.05 1.14 313.09 43.83

27.07 0.91 0.78 10.35 165.6 8.05 128.8 33.45 36.8 68090 0.05 1.16 33.45 5.29

75.89 1.36 0.98 0.83 22.07 529.6 11.04 265 240.55 264.6 68090 0.05 1.18 240.55 42.82

39.11 1.14 0.99 0.48 18.42 276.25 10.95 164.22 101.85 112.03 68090 0.05 1.20 101.85 20.17

16.92 0.91 0.78 10.35 103.5 8.05 80.5 20.91 23 71260 0.05 0.97 20.18 0

37.94 1.36 0.98 0.83 22.07 264.8 11.04 132.5 120.27 132.3 71260 0.05 2.45 120.27 174.27

16.92 0.91 0.78 10.35 103.5 8.05 80.5 20.91 23 71260 0.05 7.74 20.91 140.93

18.87 1.06 0.83 11.52 115.17 9.05 90.47 22.45 24.7 71260 0.05 8.24 22.45 162.54

26.07 1.14 0.99 0.48 18.42 184.17 10.95 109.48 67.9 74.69 71260 0.05 8.25 67.9 492.28

54.42 2.19 1.13 1.07 1.07 60.67 606.67 33.70 336.97 245.18 269.7 71260 0.05 8.26 245.18 1780.01

58.62 2.49 1.13 1.13 1.13 70.82 708.17 41.78 417.84 263.94 290.33 71260 0.05 8.27 263.94 1918.84

136.05 2.19 1.13 1.07 1.07 60.67 1516.67 33.70 842.42 612.95 674.25 71260 0.05 8.29 612.95 4467.18

69.93 1.59 1.05 1.05 0.98 43.82 657.25 21.75 326.31 300.85 330.94 71260 0.05 8.31 300.85 2198.61

26.07 1.14 0.99 0.48 18.42 184.17 10.95 109.48 67.9 74.69 71260 0.05 8.32 67.9 497.03

21.12 1.06 1.05 13.21 132.09 9.23 92.32 36.15 39.77 71260 0.05 8.33 36.15 264.98

21.12 1.06 1.05 13.21 132.09 9.23 92.32 36.15 39.77 71260 0.05 8.34 36.15 265.34

52.14 1.14 0.99 0.48 18.42 368.33 10.95 218.96 135.79 149.37 71260 0.05 8.37 135.79 1000.09

16.92 0.91 0.78 10.35 103.5 8.05 80.5 20.91 23 71260 0.05 10.01 20.91 188.4

18.87 1.06 0.83 11.52 115.17 9.05 90.47 22.45 24.7 71260 0.05 13.26 22.45 275.24

1270.57 10247.19 6075.85 3792.11 4171.34 3462.94 14136.00

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file:///tt/file_convert/55cf8f33550346703b99eecc/document.xlsx:GAVIONES_PTES_PONTONES

Ministerio de Transportes y Comunicaciones


Estudio : Rehabilitación y Mejoramiento de la carretera Tocache - Juanjui

Tramo : Juanjui - Campanilla Km. 00+000 - km. 43+280.00

METRADOS DE OBRAS DE ARTE Y DRENAJEOBRAS DE PROTECCION DE TALUDES

GAVIONES DE PROTECCION EN PUENTES Y PONTONES

Partida 207.A Prestamo de canteras 0.00 (m3)


CARGIO PARA ELIMINACION 422.50 (m3)

CARGIO PARA PRESTAMO 0.00 (m3)

Partida 700.A Transp. mat. Gran. hasta 1 km 0.00 (m3xkm)

Partida 700.B Transp. mat. Gran. despues de 1 km 0.00 (m3xkm)


Partida 700.D Transp. mat. Eliminar despues de 1 0.00 (m3xkm)

Partida 601.E Excavacion no clasificada para estru 487.50 (m3)


Partida 670.A Gavion tipo caja 660.00 (m3)

Partida 650.N Manto geotextil 0.00 (m2)

GAVIONES DE PROTECCION Manto Geotextil Esp. 601.E 605.A MATERIAL A TRANSPORTAR PARA RELLENOS MATERIAL A ELIMINAR A BOTADERO

Long Ancho Alt. Gavion Cantidad 670.A 650.N Exc.n/clas. Rellen.p/est.

Se

com

pens

a

207.A Dist.c.g. 700.A 700.B 906.A Dist.bot/ 700.C 700.D

base max. Cajón (lados) Gavion Long Ancho Manto geo (5) (L)x(1)x(5) 0.5x(L)x(2) Prest.CantCarguio Ubicación Cant./c.g. < 1km >1km Dep. Carguio Ubicación

(L) (1) (2) 1.5x1.0 1.0x1.0 (3) cajon (14) (15)=(1)+(2) (14)x(15) (6) (7) Prog. acc. estruc. desch. (m3) Prog. Acc. c.g.exc. 1< km > 1km

(m) (m) (m) (und) (und) (m3) (m) (m) (m2) (m) (m3) (m3)(m3) (m3) (km) (km) (m3xkm) (m3xkm) (m3) (km) (km) (km) (m3xkm) (m3xkm)

19+381.6 19+399.1 17.50 5 4.00 10.00 15.00 1 525.00 0.00 3.00 262.50 35.00 SI 0.00 0.00 23520 0.5 0.00 0.00 0.00 206.82 227.50 19860 0.15 0.50 103.41 0

19+381.6 19+396.6 15.00 5 4.00 4.00 3.00 1 135.00 0.00 3.00 225.00 30.00 SI 0.00 0.00 23520 0.5 0.00 0.00 0.00 177.27 195.00 19860 0.15 0.50 88.81 0

Total metrado===> 660.00 0.00 487.50 65.00 0.00 0.00 0.00 0.00 384.09 422.50 192.22 0.00

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file:///tt/file_convert/55cf8f33550346703b99eecc/document.xlsx :GAVIONES_PROTECCION





METRADOS DE OBRAS DE ARTE Y DRENAJEOBRAS DE PROTECCION DE TALUDES

GAVIONES DE PROTECCION

Partida 207.A Prestamo de canteras 160.00 (m3)


CARGIO PARA ELIMINACION 720.00 (m3)

CARGIO PARA PRESTAMO 160.00 (m3)

Partida 700.A Transp. mat. Gran. hasta 1 km 160.00 (m3xkm)

Partida 700.B Transp. mat. Gran. despues de 722.40 (m3xkm)

Partida 700.C Transp. mat. Eliminar hasta 1 k 638.18 (m3xkm)

Partida 700.D Transp. mat. Eliminar despues 235.63 (m3xkm)

Partida 601.E Excavacion no clasificada para e 720.00 (m3)


Partida 670.A Gavion tipo caja 720.00 (m3)

Partida 650.N Manto geotextil 560.00 (m2)

GAVIONES DE PROTECCION Manto Geotextil Esp. 601.E 605.A MATERIAL A TRANSPORTAR PARA RELLENOS MATERIAL A ELIMINAR A BOTADERO

Long Ancho Alt. Gavion Cantidad 670.A 650.N Exc.n/clas. Rellen.p/est.

Se

com

pens

a

207.A Dist.c.g. 700.A 700.B 906.A Dist.bot/ 700.C 700.D

base max. Cajón (lados) Gavion Long Ancho Manto geo (5) (L)x(1)x(5) 0.5x(L)x(2) Prest.Cant.Carguio Ubicación Cant./c.g. < 1km >1km Dep. Carguio Ubicación

(L) (1) (2) 1.5x1.0 1.0x1.0 (3) cajon (14) (15)=(1)+(2) (14)x(15) (6) (7) Prog. acc. estruc. desch. (m3) Prog. Acc. c.g.exc. 1< km > 1km

(m) (m) (m) (und) (und) (m3) (m) (m) (m2) (m) (m3) (m3)(m3) (m3) (km) (km) (m3xkm) (m3xkm) (m3) (km) (km) (km) (m3xkm) (m3xkm)

30+320 30+360 40.00 3 4.00 4.00 3.00 1 360.00 40 7.00 280.00 3.00 360.00 80.00 NO 80.00 80.00 25660 0.45 5.13 80.00 330.40 327.27 360.00 29420 0.15 0.95 310.91 0

31+090 31+130 40.00 3 4.00 4.00 3.00 1 360.00 40 7.00 280.00 3.00 360.00 80.00 NO 80.00 80.00 25660 0.45 5.90 80.00 392.00 327.27 360.00 29420 0.15 1.72 327.27 235.63

Total metrado===> 720.00 560.00 720.00 160.00 160.00 160.00 160.00 722.40 654.54 720.00 638.18 235.63

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file:///tt/file_convert/55cf8f33550346703b99eecc/document.xlsx:SUB_DREN_LATERAL






SUB DRENAJE

PARTIDA 207.A PRESTAMO DE CANTERA 329.28 M3

CARGUIO PARA ELIMINACION 987.84 M3

CARGUIO PARA PRESTAMO 303.58 M3

PARTIDA 625.S SUB DREN LATERAL (FILTRO MAS GEOTEXTIL) 1372.00 M

PARTIDA 906.A DEPOSITO DE DESECHOS 898.02 M3

PARTIDA 700.A TRANSPORTE DE MAT.GRANULAR HASTA 1 KM 329.28 M3KM

PARTIDA 700.B TRANSPORTE DE MAT.GRANULAR DESPUES DE 1 KM 1011.44 M3KM

PARTIDA 700.C TRANSPORTE A ELIMINAR HASTA 1 KM 448.97 M3KMPARTIDA 700.D TRANSPORTE A ELIMINAR DESPUES DE 1 KM 257.46 M3KM

CARACTERISTICAS GENERALES SUB - DREN LATERAL MATERIAL A TRANSPORTAR PARA RELLENOS MATERIAL A ELIMINAR A BOTADEROSeccion Cama Mat. Mat. Tuberia Exc.no Relle. Rellen Cama 625.S 207.A Dist.c.g. 700.A 700.B 906.A Dist.bot/ 700.C 700.D

PROGRESIVA Lado arena drenan. granular Long. de Geotex. clasif.p/ material material de Sub Prest.Cant.Carguio Ubicación Cant./c.g< 1km >1km Dep. Carguio Botadero

anch. alt. alt. alt. alt. ventil. estruct gran. drenante arena drenSe compensa Prog. acc. estruc. desch. (m3) Prog. Acc. c.g.exc. 1< km > 1km

DE A (m) (m) (m) (m) (m) m m m2 m3 m3 m3 m3 m (m3) (m3) (km) (km) (m3xkm) (m3xkm) (m3) (km) (km) (km) (m3xkm) (m3xkm)

9+140 9+427 D 0.60 1.20 0.05 0.80 0.40 287.00 889.70 206.64 68.88 129.15 8.61 287.00 N0 68.88 68.88 9750 0.58 1.05 68.88 3.24 187.85 206.64 9100 0.4 0.46 87.16 0

11+450 11+500 D 0.60 1.20 0.05 0.80 0.40 50.00 155.00 36.00 12.00 22.50 1.50 50.00 N0 12.00 12.00 10180 0.415 1.71 12.00 8.52 32.73 36.00 12700 0.15 1.26 32.73 8.35

12+700 12+811 D 0.60 1.20 0.05 0.80 0.40 111.00 344.10 79.92 26.64 49.95 3.33 111.00 N0 26.64 26.64 10+180 0.415 2.99 26.64 53.04 72.65 79.92 12+700 0.15 0.09 6.25 0

13+740 13+854 D 0.60 1.20 0.05 0.80 0.40 114.00 353.40 82.08 27.36 51.30 3.42 114.00 N0 27.36 27.36 10+180 0.415 4.03 27.36 82.96 74.62 82.08 13+900 0.3 0.28 21.12 0

15+550 15+660 0.60 1.20 0.05 0.80 0.40 110.00 341.00 79.20 26.40 49.50 3.30 110.00 N0 26.40 0.70 10+180 0.415 5.84 26.40 127.78 72.00 79.20 14+440 0.35 1.40 72 28.44

16+580 16+630 D 0.60 1.20 0.05 0.80 0.40 50.00 155.00 36.00 12.00 22.50 1.50 50.00 N0 12.00 12.00 10+180 0.415 6.84 12.00 70.08 32.73 36.00 14+440 0.35 2.40 32.73 45.66

24+500 24+630 D 0.60 1.20 0.05 0.80 0.40 130.00 403.00 93.60 31.20 58.50 3.90 130.00 N0 31.20 31.20 23+520 0.5 1.55 31.20 17.00 85.09 93.60 24+360 0.15 0.24 20 0

29+300 29+560 0.60 1.20 0.05 0.80 0.40 260.00 806.00 187.20 62.40 117.00 7.80 260.00 N0 62.40 62.40 25+660 0.45 4.22 62.40 200.93 170.18 187.20 29+420 0.15 0.04 6.81 0

30+830 30+930 D 0.60 1.20 0.05 0.80 0.40 100.00 310.00 72.00 24.00 45.00 3.00 100.00 N0 24.00 24.00 25+660 0.45 5.67 24.00 112.08 65.45 72.00 29+420 0.15 1.49 65.45 32.07

34+440 34+540 D 0.60 1.20 0.05 0.80 0.40 100.00 310.00 72.00 24.00 45.00 3.00 100.00 N0 24.00 24.00 25+660 0.45 9.28 24.00 198.72 65.45 72.00 37+240 0.2 2.83 65.45 119.77

35+700 35+760 D 0.60 1.20 0.05 0.80 0.40 60.00 186.00 43.20 14.40 27.00 1.80 60.00 N0 14.40 14.40 25+660 0.45 10.52 14.40 137.09 39.27 43.20 37+240 0.2 1.59 39.27 23.17

1372.00 0.00 4253.20 987.84 329.28 617.40 41.16 1372.00 329.28 303.58 329.28 1011.44 898.02 987.84 448.97 257.46

Inc/ml 3.100 0.720 0.240 0.450 0.030 1.000 0.240 0.221 0.240 0.655 0.720 0.327 0.188


PARTIDA 625.S SUB DREN LATERAL (FILTRO MAS GEOTEXTIL) 1372.00 M PARTIDA 700.B TRANSPORTE DE MAT.GRANULAR DESPUES DE 1 KM 1011.44 M3KM

PARTIDA 906.A DEPOSITO DE DESECHOS 898.02 M3 PARTIDA 700.C TRANSPORTE A ELIMINAR HASTA 1 KM 448.97 M3KM

PARTIDA 700.A TRANSPORTE DE MAT.GRANULAR HASTA 1 KM 329.28 M3KM PARTIDA 700.D TRANSPORTE A ELIMINAR DESPUES DE 1 KM 257.46 M3KM

10/52





METRADOS DE CONSERVACION AMBIENTAL

905.A Revegetalizacion 105422.87 (M2)

METRADOS DE REVEGETALIZACION DE BOTADEROS

905.A ###

DESIGNACION Progresiva Acceso AreaArea ancho

Superf.Revegetalizar

(km) (km) (m2) (m)

Botadero 1 58+360 0.20 48103.80 48103.80

Botadero 2 61+900 0.05 3148.16 3148.16

Botadero 3 62+995 0.05 8695.84 8695.84

Botadero 4 63+355 0.05 5341.90 5341.90

Botadero 5 63+765 0.05 6448.80 6448.80

Botadero 6 64+085 0.05 9143.82 9143.82

Botadero 7 64+955 0.05 8526.63 8526.63

Botadero 8 65+705 0.05 3178.56 3178.56

Botadero 9 68+090 0.05 10354.40 10354.40

Botadero 10 71+260 0.05 2480.96 2480.96

Botadero 11 21+400 1.60 0.00 0.00

105422.87

TOTAL==> 105422.87El Botadero No 11 es la Cantera Casa Blanca, y referido al inicio del tramo es Km. 56+480, acc. 36.68 Km. No es necesario revegetalizar pues se mimetiza con el entorno.





METRADOS DE CUNETAS EN ZONAS URBANAS

Partida 635.D Cuneta Rectangular Tipo R1 1971.80 (m)

IZQUIERDOProgresiva Progresiva Longitud Progresiva Progresiva Longitud

Poblado Inicial Final Poblado Inicial Final

Pariacoto 56+505 56+600 95 Rurashca 67+100 67+135 35El Milagro 57+710 57+900 190 Rurashca 67+210 67+245 35Rurashca 67+100 67+135 35 Rurashca 67+265 67+345 80Rurashca 67+155 67+400 245 Rurashca 67+355 67+400 45Chacchan 73+200 73+500 300 Chacchan 73+435 73+455 20

Yanca 83+300 83+500 200 Yanca 83+485 83+500 15Jirac 87+350 87+550 200 Jirac 87+355 87+365 10

Yupash 95+500 95+806 305.9 Jirac 87+375 87+465 900 Yupash 95+735 95+806 70.90 0

1570.9 400.9TOTAL CUNETAS R1 LADO IZQUIERDO==> 1570.9 TOTAL CUNETAS R1 LADO DERECHO==> 400.9TOTAL DE CUNETAS R1 1971.8

12/52





METRADOS DE OBRAS DE ARTE Y DRENAJEOBRAS DE PROTECCION DE TALUDES Y RIVERAS

ENROCADO DE PROTECCIONPartida 207.A Prestamo de canteras (m3)

Partida 906.A Deposito de deschos 2890.91 (m3)

Carguio a Camion Volquete 3180.00 (m3)

Partida 700.A Transp. mat. Gran. hasta 1 km (m3xkm)

Partida 700.B Transp. mat. Gran. despues de 1 km (m3xkm)


Partida 700.D Transp. mat. Eliminar despues de 1 km 123.27 (m3xkm)

Partida 601.E Excavacion no clasificada para estructuras 4175.00 (m3)


Partida 644.A Enrocado de proteccion 7860.00 (m3)

Partida 650.N Manto Geotextil 4460.00 (m2)

PROTECCION DE RIVERAS Manto Geotextil

Datos Enrocado de protección

Enrocado Exc.no/clasif. Eliminacion 650.N

Long Ancho Altura Ancho Alt. Area 644.A Area Area 601.E 605.A 906.A Botadero Dist.bot/ 700.C 700.D Long Ancho Area

Base enroc. enroc. excv. excav. muro gav. Volumen Exc. Relleno Exc.n/clas. Rellen.p/est. Carguio Dep.

Progresiva (L) (1) (2) (3) (4) (5)=(1)x(2) (L)x(5) (6)=[(3)+1]x(4) (7)=(4)x1 (8)=(L)x(6) (9)=(L)x(7) [(8)-(9)] desch. Prog. Acc. c.g.exc. 1< km > 1km (L) (L)x(10)

[(8)-(9)]/1.1

(m) (m) (m) (m) (m) (m2) (m3) (m2) (m2) (m3) (m3) (m3) (m3) (km) (km) (km) (m3xkm) (m3xkm) (m) (m) (m2)

60+250 60+280 30 4 5 4 2 20 600 10 2 300 60 240 218.18 61900 0.05 1.565 218.18 123.27 30 11 330

60+920 60+960 40 3 5 3 3 15 600 12 3 480 120 360 327.27 61900 0.05 0.89 291.27 0 40 10 400

61+090 61+180 90 5 6 5 2 30 2700 12 2 1080 180 900 818.18 61900 0.05 0.695 568.64 0 90 13 1170

61+440 61+480 40 3 6 3 2 18 720 8 2 320 80 240 218.18 61900 0.05 0.37 80.73 0 40 11 440

62+510 62+560 50 2 7 2 3 14 700 9 3 450 150 300 272.73 61900 0.05 0.565 154.09 0 50 11 550

62+720 62+740 20 3 8 3 3 24 480 12 3 240 60 180 163.64 61900 0.05 0.76 124.37 0 20 13 260

64+160 64+205 45 4 6 4 3 24 1080 15 3 675 135 540 490.91 64085 0.05 0.028 13.75 0 45 12 540

64+600 64+670 70 2 7 2 3 14 980 9 3 630 210 420 381.82 64085 0.05 0.48 183.27 0 70 11 770

Total metrado===> 7860.00 4175.00 995.00 3180.00 2890.91 1634.30 123.27 4460.00

(10)=(1)+(2)+

2

PROYECTO ESPECIAL HIDROENERGETICO ALTO PIURA DEL GOBIERNO REGIONAL DE PIURA

OBRA : SALDOS DE OBRA DE LA CONSTRUCCION DE LA PRESA TRONERA SUR Y DEL TUNEL TRASANDINO DEL PROYECTO ESPECIAL DE IRRIGACION E HIDROENERGETICO DEL ALTO PIURA

TRAMO 2 : DV. TUNAS - VENTANA 2 KM.0+000-KM.7+774

METRADOS DE OBRAS DE ARTE Y DRENAJEMETRADOS DE OBRAS RELACIONADAS CON LA REPARACION Y ACONDICIONAMIENTO DE ALCANTARILLAS EXISTENTES

CARACTERISTICAS GENERALES ESTRUCTURA NUEVANo ENCONTRADAS A COLOCAR

Ubicación No. TMC/ Long.

Km. DIAM. ANCH. ALT. de LONG. TIPO ABOV cort.canal

TUBOS Pint. No LONG

ENTR. SAL. tub. Tubos Diam. L

(pulg.) m m /OJOS m (m) m

0+120.95 16 1 8.1 TMC 0.40

0+528.23 36 1 8.1 TMC 0.90

2+594.48 36 1 8.1 TMC 0.90

2+900.24 36 1 8.1 TMC 0.90

3+013.39 36 1 8.1 TMC 0.90

3+144.86 36 1 8.1 TMC 0.90

3+525.04 36 1 8.1 TMC 0.90

3+606.62 36 1 8.1 TMC 0.90

3+894.00 36 1 8.1 TMC 0.90

4+141.50 36 1 8.1 TMC 0.90

4+256.00 36 1 8.1 TMC 0.90

4+407.00 36 1 8.1 TMC 0.90

5+049.00 36 1 8.1 TMC 0.90

5+586.50 36 1 8.1 TMC 0.90

5+880.00 36 1 8.1 TMC 0.90

6+297.79 36 1 8.1 TMC 0.90

7+250.00 60 1 8.1 TMC 1.50

7+334.00 60 1 8.1 TMC 1.50

TOTAL

: SALDOS DE OBRA DE LA CONSTRUCCION DE LA PRESA TRONERA SUR Y DEL TUNEL TRASANDINO DEL PROYECTO ESPECIAL DE IRRIGACION E HIDROENERGETICO DEL ALTO PIURA

606.A 202.C 612.B 610.E 840.A MATERIAL A ELIMINAR602.A 602.B Picado y Remoc. Pintado 906.A

% Limp. Limp. Picado Prep. de alc. CalzaduraConcreto f´c=175 kg/cm2parapet. Carguio Volq. Dist.c.g.

Co

lma

tad

o

del del concre. sup. exist. (1)+(2)+(3)+(4)+(6) Deposit. Ubicación Bot./c.g. 700.C 700.D

Alcan. Cauce concre. +(8)+(10)+(12)-(5) desechos Prog. acc. estruc. < 1km >1km

(1) (2) -(7)-(9)-(11)-(13)

m3 m3 m3 m2 m m3 m3 m2 (m3) (m3) (km) (km) (m3xkm) (m3xkm)0

30% 0.32 0.00 0.32 0.29 6+160 0.73 6.649 0.29 1.64

30% 1.6 0.10 0.00 1.7 1.55 6+160 0.73 6.242 1.55 8.13

30% 1.6 0.05 0.002 0.20 0.16 0.00 1.65 1.5 6+160 0.73 4.176 1.5 4.76

30% 1.6 0.135 0.00 1.735 1.58 6+160 0.73 3.87 1.58 4.53

30% 1.6 1.275 0.00 2.875 2.61 6+160 0.73 3.757 2.61 7.2

30% 1.6 4.20 0.00 5.8 5.27 6+160 0.73 3.625 5.27 13.83

30% 1.6 0.12 0.00 1.72 1.56 6+160 0.73 3.245 1.56 3.5

30% 1.6 0.08 0.00 1.68 1.53 6+160 0.73 3.163 1.53 3.31

30% 1.6 0 0.00 1.6 1.45 6+160 0.73 2.876 1.45 2.72

30% 1.6 1 0.00 2.6 2.36 6+160 0.73 2.629 2.36 3.84

30% 1.6 0.00 1.6 1.45 6+160 0.73 2.514 1.45 2.2

30% 1.6 0.08 0.00 1.68 1.53 6+160 0.73 2.363 1.53 2.09

30% 1.6 0.08 0.00 1.68 1.53 6+160 0.73 1.721 1.53 1.1

30% 1.6 0.08 0.00 1.68 1.53 6+160 0.73 1.184 1.53 0.28

30% 1.6 0.08 0.00 1.68 1.53 6+160 0.73 0.89 1.36 0

30% 1.6 0.08 0.00 1.68 1.53 6+160 0.73 0.748 1.14 0

30% 4.43 0.08 0.00 4.51 4.1 6+160 0.73 1.7 4.1 2.87

10% 1.48 2.58 0.00 4.06375 3.69 6+160 0.73 1.784 3.69 2.89

30.23 10.02 0.00 0.20 0.00 0.00 0.16 0.00 40.25 36.59 36.03 64.89

14DE52

file:///tt/file_convert/55cf8f33550346703b99eecc/document.xlsx:ALC TMC_REEMP

Gobierno Regional de PiuraProyecto Especial de Infraestructura de Transpote Nacional - Provias NacionalEstudi : Rehabilitación y Mejoramiento de la carretera Tocache - JuanjuiTramo : Juanjui - Campanilla Km. 00+000 - km. 43+280.00

METRADOS DE OBRAS DE ARTE Y DRENAJEMETRADOS DE OBRAS RELACIONADAS CON EL REEMPLAZO DE ALCANTARILLAS Y PASES DE AGUA

No

ESTRUCTURA NUEVAA COLOCAR

Ubicación TMCALTURAS PROMEDIOS DE EXCAVACION Y RELLENOKm. ESV. Long.

Pint. No LONG

ENTR. SAL. tub. Tubos Diam. L( ° ) (m) m

1 90 1 Muro 1 1 1.20 ###1 90 1 2 1 1 1.20 ###

TOTAL==> 0.00*NOTA: Se considera una limpieza del cauce de 20 metros aguas abajo y arriba, en un ancho de 5 m, y un espesor promedio de 0.20m

1 Caja receptora2 Descarga tipo I

02.02.31 Alcantarilla Metalica corrugadaDemol. Entrada Salida Conducto

de Alt. 02.02.01 02.02.10 Alt. 02.02.01 02.02.10 02.02.01 02.02.10Estr. prom.de Exc.n/c. Relleno prom.de Exc.n/c. Relleno Exc.no clasif.p/estruc Relleno para estructuras

corte p/estruc. p/Estruc. corte p/estruc. p/Estruc. Ancho Vol. A Vol.

(3) hc (4) (5) hc (6) (7) hc (8) hr (9)m3 (m) (m3) (m3) (m) (m3) (m3) (D+1.0) hcx(D+1)xL Q Acort-Acir. (A)xL

1.00 9.57 5.20 0.00 0.00 0.00 1.00 2.20 0.00 1.50 0.00 2.17 0.000.50 3.83 2.08 0.50 6.12 2.90 1.00 2.20 0.00 1.50 0.00 2.17 0.00

0.00*NOTA: Se considera una limpieza del cauce de 20 metros aguas abajo y arriba, en un ancho de 5 m, y un espesor promedio de 0.20m

15DE52




No



Pint. No LONG


1 90 1 Muro 1 1 1.20 ###1 90 1 2 1 1 1.20 ###



02.02.50 Alas, cabezales y cajas receptoras Canal revest. ent/sal.de alcantarillasRemoc. 02.02.15 02.02.15 02.02.14 Entrada Salida

de alc. Cabezal/ Cabezal/ Cabezal/ Cabezal/ Cabezal/ Cabezal/ Alt. Long. 02.02.01 Alt. Long. 02.02.10 02.02.19 Alt. Long. 02.02.01 Alt.exist.

Caja recep. Caja recep. Caja recep. Caja recep. Caja recep. Caja recep.prom.de excv. Exc.n/c. prom.de relle. Relleno ancho alt. Long. Piedra prom.de excv. Exc.n/c. prom.de

corte p/estruc. relle. p/Estruc. AB/ HE Emboq. corte p/estruc. relle.

Entrada Salida Entrada Salida hc (10) hr (11) AE hc (12) hrm m3 m3 m3 m3 m2 m2 (m) (m) (m3) (m) (m) (m3) (m) (m) (m) (m2) (m) (m) (m3) (m)

8.00 9.08 0.00 0.00 0.00 33.61 0.00 0.50 5.00 2.10 0.20 1.00 0.77 1.20 0.30 5.00 6.00 0.50 5.00 3.00 0.209.00 9.08 0.00 2.49 2.74 33.61 12.70 0.50 5.00 2.10 0.20 1.00 0.77 1.20 0.30 5.00 6.00 0.50 5.00 3.75 0.20

16DE52




No



Pint. No LONG


1 90 1 Muro 1 1 1.20 ###1 90 1 2 1 1 1.20 ###



Canal revest. ent/sal.de alcantarillasSalida

Long. 02.02.10 Salida 02.02.19relle. Relleno ancho alt. Long. Piedra

p/Estruc. AE HE Emboq.

(13)(m) (m3) (m) (m) (m) (m2)

1.00 0.21 0.00 0.00 0.001.00 0.49 4.15 0.35 5.00 20.73

17DE52




No



Pint. No LONG


1 90 1 Muro 1 1 1.20 ###1 90 1 2 1 1 1.20 ###



02.02.51 MATERIAL A ELIMINAR A BOTADEROS MATERIAL A TRANSPORTAR PARA RELLENOS02.02.05 02.02.06 02.02.07 Pintado 906.A 207.A

ALC. MET. CORRUG.AMPLIAR parapet. Carguio Volq. Dist.c.g. Totales Se compensa Prest.Cant. Carguio Dist.c.g.D=24'" D=36'" D=48" (4)+(6)+(8)+(10) Deposit. Ubicación Bot./c.g. 02.02.02 02.02.03 Corte Relleno -(4)-(6)-(8)-(10) a volq. Ubicación Cant./c.g.

+(12)+(14)-(5)-(7) desechos Prog. acc. estruc. < 1km >1km -(12)-(14)+(5)+(7) Prog. acc. estruc.

-(9)-(11)-(13)-(15) +(9)+(11)+(13)+(15)

m m m2 (m3) (m3) (km) (km) (m3xkm) (m3xkm) (m3) (m3) (km) (km)

0.00 0.00 0.00 1.56 14.67 13.34 34+034 0.04 33.954 13.34 439.61 14.67 6.18 NO 6.18 6.18 44+080 1.39 45.470.00 0.00 0.00 1.56 15.80 14.36 34+034 0.04 33.954 14.36 473.22 15.80 6.24 NO 6.24 6.24 44+080 1.39 45.47

18DE52




No



Pint. No LONG


1 90 1 Muro 1 1 1.20 ###1 90 1 2 1 1 1.20 ###



MATERIAL A TRANSPORTAR PARA RELLENOS

02.02.11 02.02.12 OBSERVACIONES

< 1km >1km

(m3xkm) (m3xkm)

6.18 274.826.24 277.49


OBRA: SALDOS DE OBRA DE LA CONSTRUCCION DE LA PRESA TRONERA SUR Y DEL TUNEL TRASANDINO DEL PROYECTO ESPECIAL DE IRRIGACION E HIDROENERGETICO DEL ALTO PIURA

TRAM: DV. TUNAS - VENTANA 2 KM.0+000-KM.7+774


METRADOS DE OBRAS RELACIONADAS

CON LA CONSTRUCCION DE ALCANTARILLAS TMC NUEVAS

No

ESTRUCTURA NUEVA Alcantarilla Metalica corrugada Alas, cabezales y cajas receptoras Canal revest. ent/sal.de alcantarillas 840.A MATERIAL A ELIMINAR A BOTADERO MATERIAL A TRANSPORTAR PARA RELLENOSA COLOCAR Entrada Salida Conducto 610.H 610.H 611.A Entrada Salida 622.A 622.B 622.C Pintado 906.A 207.A

Ubicación TMC Alt. 601.E 605.A Alt. 601.E 605.A 601.E 605.A Cabezal/ Cabezal/ Cabezal/ Cabezal/ Cabezal/ Cabezal/ Alt. Long. 601.E Alt. Long. 605.A 612.A Alt. Long. 601.E Alt. Long. 605.A Salida 612.A ALC. MET. CORR. parapet. Carguio Volq. Dist.c.g. Totales Prest.Cant. Carguio Dist.c.g.Km. ESV. prom.de Exc.n/c. Relleno prom.de Exc.n/c. Relleno Exc.no clasif.p/estruc Relleno para estructuras

Caja recep. Caja recep. Caja recep. Caja recep. Caja recep. Caja recep.prom.de excv. Exc.n/c. prom.de relle. Relleno ancho alt. Long. Canal prom.de excv. Exc.n/c. prom.de relle. Relleno ancho alt. Long. Canal D=24" D=36'" D=48" (4)+(6)+(8)+(10) Deposit. Ubicación Bot./c.g. 700.C 700.D Corte Relleno -(4)-(6)-(8)-(10) a volq. Ubicación Cant./c.g. 700.A 700.B OBSERVACIONES

Pint. No LONG corte p/estruc. p/Estruc. corte p/estruc. p/Estruc. Ancho Vol. A Vol. corte p/estruc. relle. p/Estruc. AB/ HE Piedra corte p/estruc. relle. p/Estruc. AE HE Piedra +(12)+(14)-(5)-(7) desechos Prog. acc. estruc. < 1km >1km -(12)-(14)+(5)+(7) Prog. acc. estruc. < 1km >1km

ENTR. SAL. tub. Tubos Diam. L hc (4) (5) hc (6) (7) hc (8) hr (9) Entrada Salida Entrada Salida hc (10) hr (11) AE Emboq. hc (12) hr (13) Emboq. -(9)-(11)-(13)-(15) +(9)+(11)+(13)+(15)( ° ) (m) m (m) (m3) (m3) (m) (m3) (m3) (D+1.0) hpx(D+1)xL Acort-Acir. (A)xL m3 m3 m3 m3 m2 m2 (m) (m) (m3) (m) (m) (m3) (m) (m) (m) (m2) (m) (m) (m3) (m) (m) (m3) (m) (m) (m) (m2) m m m m2 (m3) (m3) (km) (km) (m3xkm) (m3xkm) (m3) (m3) (km) (km) (m3xkm) (m3xkm)

1 +625 90 1 2 1 1 0.90 9.72 2.10 17.40 9.80 1.32 14.91 8.89 1.84 1.90 33.98 1.84 2.86 27.84 6.05 0.00 1.65 1.88 25.48 0.60 7.00 3.99 0.50 2.00 4.36 0.90 0.30 10.00 9.00 0.60 5.00 6.63 0.60 3.00 9.98 3.42 0.30 10.00 34.21 0.00 9.72 0.00 1.38 76.91 69.92 6+160 0.73 6.145 69.92 359.74 76.91 60.87 60.87 60.87 8+100 0.1 7.575 60.87 400.22 Descarga.

2 3+250 90 1 2 1 1 0.90 7.29 2.10 17.40 9.80 1.32 14.91 8.89 1.84 1.90 25.49 1.84 2.86 20.88 6.05 0.00 1.65 1.88 25.48 0.60 7.00 3.99 0.50 2.00 4.36 0.90 0.30 10.00 9.00 0.60 5.00 6.63 0.60 3.00 9.98 3.42 0.30 10.00 34.21 0.00 7.29 0.00 1.38 68.42 62.20 6+160 0.73 3.52 62.2 156.74 68.42 53.91 53.91 53.91 8+100 0.1 4.95 53.91 212.94 Descarga.

3 4+073 90 1 2 1 1 1.20 6.48 2.10 19.14 10.40 1.32 18.35 9.99 1.84 2.20 26.23 1.84 2.92 18.92 9.08 0.00 2.49 2.74 33.61 0.60 7.00 4.62 0.50 2.00 4.45 1.20 0.30 12.00 14.40 0.60 5.00 6.37 0.60 3.00 11.18 4.15 0.35 15.00 62.19 0.00 0.00 6.48 1.56 74.71 67.92 6+160 0.73 2.697 67.92 115.26 74.71 54.94 54.94 54.94 8+100 0.1 4.127 54.94 171.8 Descarga.

4 5+978 90 1 2 1 1 0.90 7.00 2.10 17.40 9.80 1.32 14.91 8.89 1.84 1.90 24.47 1.84 2.86 20.05 6.05 0.00 1.65 1.88 25.48 0.60 7.00 3.99 0.50 2.00 4.36 0.90 0.30 10.00 9.00 0.60 5.00 6.63 0.60 3.00 9.98 3.42 0.30 10.00 34.21 0.00 7.00 0.00 1.38 67.40 61.27 6+160 0.73 0.792 48.53 0 67.40 53.08 53.08 53.08 8+100 0.1 2.222 53.08 64.86 Descarga.

5 6+585 90 1 2 1 1 0.90 7.00 2.10 17.40 9.80 1.32 14.91 8.89 1.84 1.90 24.47 1.84 2.86 20.05 6.05 0.00 1.65 1.88 25.48 0.60 7.00 3.99 0.50 2.00 4.36 0.90 0.30 10.00 9.00 0.60 5.00 6.63 0.60 3.00 9.98 3.42 0.30 10.00 34.21 0.00 7.00 0.00 1.38 67.40 61.27 6+160 0.73 1.035 61.27 2.14 67.40 53.08 53.08 53.08 8+100 0.1 1.615 53.08 32.64 Descarga.

6 7+590 90 1 2 1 1 0.90 7.00 2.10 17.40 9.80 1.32 14.91 8.89 1.84 1.90 24.47 1.84 2.86 20.05 6.05 0.00 1.65 1.88 25.48 0.60 7.00 3.99 0.50 2.00 4.36 0.90 0.30 10.00 9.00 0.60 5.00 6.63 0.60 3.00 9.98 3.42 0.30 10.00 34.21 0.00 7.00 0.00 1.38 67.40 61.27 6+160 0.73 2.04 61.27 63.72 67.40 53.08 53.08 53.08 8+100 0.1 0.61 32.38 0 Descarga.

7 6+670 90 1 2 1 1 1.50 8.10 2.10 20.88 11.00 1.32 23.44 11.43 1.84 2.50 37.26 1.84 2.83 22.95 11.37 0.00 3.34 3.99 41.48 0.60 7.00 5.04 0.50 2.00 4.51 1.40 0.30 12.00 16.80 0.60 5.00 4.47 0.60 3.00 13.29 5.11 0.45 15.00 76.67 0.00 0.00 0.00 1.74 91.09 82.81 6+160 0.73 1.12 82.81 9.94 91.09 63.19 63.19 63.19 8+100 0.1 1.53 63.19 33.49 Descarga.

TOTAL==> 52.59 127.02 70.40 116.34 65.87 196.37 20.07 150.74 50.70 0.00 14.08 16.13 202.49 0.00 29.61 30.78 76.20 43.99 74.37 309.91 0.00 38.01 6.48 10.20 513.33 466.66 453.92 707.54 392.15 392.15 371.45 915.95*NOTA: Se considera una limpieza del cauce de 20 metros aguas abajo y arriba, en un ancho de 5 m, y un espesor promedio de 0.20m



OBRA: SALDOS DE OBRA DE LA CONSTRUCCION DE LA PRESA TRONERA SUR Y DEL TUNEL TRASANDINO DEL PROYECTO ESPECIAL DE IRRIGACION E HIDROENERGETICO DEL ALTO PIURA

TRAM: DV. TUNAS - VENTANA 2 KM.0+000-KM.7+774


ALCANTARILLAS Y PASES DE AGUA DE TMC NUEVAS

RESUMEN DE METRADOS POR PARTIDAS

207.A Prestamo de cantera 392.15 m3

Carguio a camion volquete 905.48 m3

- De material a eliminar 513.33

- De material para rellenos 392.15

906.A Deposito de desechos 466.66 m3

700.A Transporte de material granular <=1,0 km 371.45 m3xkm

700.B Transporte de material granular >1,0 km 915.95 m3xkm

700.C Transporte de escombros <=1,0 km 453.92 m3xkm

700.D Transporte de escombros >1,0 km 707.54 m3xkm

601.E Excavacion no clasificada para estructuras 513.33 m3

- Entrada de alcantarilla 127.02

- Salida de alcantarilla 116.34

- Conducto 196.37

- Canal entrada 29.61

- Canal salida 43.99

- Disipador/enrocado 0

605.A Relleno para estructuras 392.16 m3



- Conducto 150.74

- Canal entrada 30.78

- Canal salida 74.37

- Disipador/enrocado 0

610.H Concreto f'c=175 kg/cm2+30% P.M. 80.91 m3



611.A Encofrado y desencofrado 202.49 m3



- Disipador/enrocado 0.00

612.A Piedra emboquillada con concreto f`c=175 kg/cm2 386.11 m3



622.A Alcantarilla TMC D=24" 0.00 m

622.B Alcantarilla TMC D=36" 38.01 m

622.C Alcantarilla TMC D=48" 6.48 m

840.A Pintado de parapetos de muros y alc. 10.20 m2

20/52

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METRADO DE MUROS DE SOSTENIMIENTO DE CONCRETO CICLOPEO

02.02.23 Enc./desenc. Juntas para muros Tubo PVC D=4" Tubo PVC D=6" Filtro

02.02.14 02.02.09 02.02.26 02.02.25 02.02.22

No PROGRESIVA Tipo Long. Altura Muro de concreto Ciclop

Enc./desenc.

Enc./desenc. Alt. Cant.de Area sec. Juntas Tubo Cant. Pantalla Tubo Transv.s/perf. Cant. Filtro

Total f'c=140 kg/c Area Area Total Delante Posterior junta juntas juntas para muros PVC d=4" Vert. Hor. PVC d=6" long. Cant. Grava/arena pantalla ciment.1L (m2) (m2) (m2) (m) (und) (m2) (m2) (m) (m) (und) (und) (und) (m) (m) (m) (und) (und) (m3) (m3/m) (m3/m)

(1) (m3) (2) Lx((3)+(4))+(2) (3) (4) (1)x(5) (5) (6) (5)x(6) (9)x(10) (10) (9)=(7)x(8) (7) (8) (11)x(12)+L L (12) (11) ((13)+(14))xL (14) (13)

1 23+960 23+965 MC 12 4.00 41.76 3.480 94.08 3.62 3.64 4.00 1.00 3.48 3.48 10.75 1.08 10.00 2.00 5.00 17 12.00 4.55 1 1 17.96 0.88 0.622 43+211 43+217 MC 6 4.00 20.88 3.480 50.52 3.62 3.64 0.00 0.00 3.48 0.00 4.30 1.08 4.00 2.00 2.00 11 6.00 4.55 1 1 8.98 0.88 0.623 43+340 43+353 MC 13 3.00 30.16 2.320 75.62 2.72 2.74 3.00 1.00 2.32 2.32 9.50 0.95 10.00 2.00 5.00 17 13.00 4.00 1 1 13.42 0.58 0.45

TOTALES ===>Inc./m3 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

0 PRESTAMO DE CANTERA 0.00 m3CARGUIO PARA PRESTAMO 0.00 m3CARGUIO PARA ELIMINACION 0.00 m3

02.02.01 EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS 0.00 m302.02.10 RELLENO PARA ESTRUCTURAS 0.00 m302.02.23 CONCRETO CLASE G (F'C=140 KG/CM2+30% P.G.) 0.00 m302.02.14 ENCOFRADO Y DESENCOFRADO 0.00 m202.02.09 JUNTAS DE MUROS 0.00 m202.02.25 TUBERIA DE PVC D=6" PARA MUROS-PERFORADA 0.00 m02.02.26 TUBERIA DE PVC D=4" PARA MUROS-SIN PERFORAR 0.00 m02.02.22 MATERIAL FILTRANTE 0.00 m3

02.02.51 PINTADO DE PARAPETOS DE MUROS Y ALCANTARILLAS 0.00 m2805.C POSTE DELINEADOR EN MUROS 0.00 und

0 DEPOSITO DE DESECHOS 0.00 m302.02.11 TRANSPORTE DE MAT.GRANULAR HASTA 1 KM 0.00 m3xkm02.02.12 TRANSPORTE DE MAT.GRANULAR DESPUES DE 1 KM 0.00 m3xkm02.02.02 TRANSPORTE A ELIMINAR HASTA 1 KM 0.00 m3xkm02.02.03 TRANSPORTE A ELIMINAR DESPUES DE 1 KM 0.00 m3xkm

Long.

prom.

Long.perfo

rado Codo 90o

21/52

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METRADO DE MUROS DE SOSTENIMIENTO DE CONCRETO CICLOPEO

02.02.23 Enc./desenc.

02.02.14

No PROGRESIVA Tipo Long. Altura Muro de concreto Ciclop

Enc./desenc.

Enc./desenc.

Total f'c=140 kg/c Area Area Total Delante PosteriorL (m2) (m2) (m2)

(1) (m3) (2) Lx((3)+(4))+(2) (3) (4)

1 23+960 23+965 MC 12 4.00 41.76 3.480 94.08 3.62 3.642 43+211 43+217 MC 6 4.00 20.88 3.480 50.52 3.62 3.643 43+340 43+353 MC 13 3.00 30.16 2.320 75.62 2.72 2.74

TOTALES ===>Inc./m3 #DIV/0!

0 PRESTAMO DE CANTERA 0.00 m3CARGUIO PARA PRESTAMO 0.00 m3CARGUIO PARA ELIMINACION 0.00 m3

02.02.01 EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS 0.00 m302.02.10 RELLENO PARA ESTRUCTURAS 0.00 m302.02.23 CONCRETO CLASE G (F'C=140 KG/CM2+30% P.G.) 0.00 m302.02.14 ENCOFRADO Y DESENCOFRADO 0.00 m202.02.09 JUNTAS DE MUROS 0.00 m202.02.25 TUBERIA DE PVC D=6" PARA MUROS-PERFORADA 0.00 m02.02.26 TUBERIA DE PVC D=4" PARA MUROS-SIN PERFORAR 0.00 m02.02.22 MATERIAL FILTRANTE 0.00 m3

02.02.51 PINTADO DE PARAPETOS DE MUROS Y ALCANTARILLAS 0.00 m2805.C POSTE DELINEADOR EN MUROS 0.00 und

0 DEPOSITO DE DESECHOS 0.00 m302.02.11 TRANSPORTE DE MAT.GRANULAR HASTA 1 KM 0.00 m3xkm02.02.12 TRANSPORTE DE MAT.GRANULAR DESPUES DE 1 KM 0.00 m3xkm02.02.02 TRANSPORTE A ELIMINAR HASTA 1 KM 0.00 m3xkm02.02.03 TRANSPORTE A ELIMINAR DESPUES DE 1 KM 0.00 m3xkm

MATERIAL A TRANSPORTAR PARA RELLENOS MATERIAL A ELIMINAR A BOTADEROS

02.02.51 805.C 02.02.01 02.02.10 Dist.c.g. 02.02.11 02.02.12 Botadero Dist.bot/ 02.02.02 02.02.03

Exc.n/clasif Rellen.para estructuras Prest.Cant. Carguio Ubicación Bot./c.g. Dep. Carguioen muros Area Vol Area Vol Prog. acc. estruc. < 1km >1km desch. Prog. Acc. c.g.exc. 1< km > 1km

(m2) Areax(1) (m2) Areax(1) Se compensa (m3) (m3) (km) (km) (km) (m3xkm) (m3xkm)(und) (m3) (m3) (km) (km) (m3xkm) (m3xkm)

7.38 3 9.67 116 7.72 92.69 NO 92.69 92.69 44+080 1.39 21.51 92.69 1900.89 105.45 116.00 34+033.65 0.04 9.99 105.45 948.13.78 3 9.67 58 7.72 46.35 NO 46.35 46.35 44+080 1.39 2.26 46.35 58.22 52.73 58.00 34+033.65 0.04 9.10 52.73 427.117.98 3 6.60 85.8 5.50 71.50 NO 71.50 71.50 44+080 1.39 2.12 71.50 80.37 78.00 85.80 34+033.65 0.04 9.23 78 642.17

#DIV/0!

Pint.para

muro/alc

Poste

delineador

Lx(0.3+0.3)+2x0.30x0.30

22/52

file:///tt/file_convert/55cf8f33550346703b99eecc/document.xlsx:CUNETAS





METRADOS DE CUNETAS

Partida 635.C Cuneta Triangular Tipo 2 41141.00 (m)

Partida 635.I Cuneta Trapezoidal Tipo 1 1,541.00 (m)

Partida 635.M Cuneta Batea Tipo 4 2226.79 (m2)

Partida 635.N Cuneta Triangular Tipo 3 10808.00 (m)

RELACION DE CUNETAS PROYECTADAS TRAPEZOIDAL TIPO 1

N˚ KilometrajeLongitud

ObservacionesLD LI

Entrega descarga

1 0+005.0 0+069.0 64.00 0+000.0 puente juanjuicillo

2 0+005.0 0+069.0 64.00 0+000.0 puente juanjuicillo

3 0+071.0 0+332.0 261.00 0+335.0 alcantarilla

4 0+071.0 0+332.0 261.00 0+335.0 alcantarilla

5 0+350.0 0+440.0 90.00 0+445.0 alcantarilla

6 0+350.0 0+462.0 112.00 0+445.0 alcantarilla

7 0+446.0 0+620.0 174.00 0+625.0 alcantarilla

8 0+485.0 0+620.0 135.00 0+625.0 alcantarilla

9 0+630.0 0+820.0 190.00 0+625.0 alcantarilla

10 0+630.0 0+820.0 190.00 0+625.0 alcantarilla

779.00 762.00

OTAL CUNETA TRAPEZOIDAL TIPO 1==> 1,541.00

23/52






METRADOS DE CUNETAS







ObservacionesLD LI

Entrega descarga

1 0+867.0 1+400.0 533.00 0+861.6 alcantarilla

2 1+400.0 1+578.0 178.00 1+583.2 alcantarilla

3 1+588.0 1+865.0 277.00 1+583.2 alcantarilla

4 1+875.0 1+940.0 65.00 1+583.2 alcantarilla

5 1+940.0 2+329.0 389.00 2+330.0 alcantarilla

6 2+331.0 2+520.0 189.00 2+536.0 pontón cangrejo

7 2+550.0 2+585.0 35.00 2+536.0 pontón cangrejo

8 2+595.0 2+655.0 60.00 2+590.0 alcantarilla

9 2+665.0 2+995.0 330.00 2+660.0 alcantarilla

10 3+005.0 3+150.0 145.00 3+000.0 alcantarilla

11 3+150.0 3+350.0 200.00 3+368.0 pontón santa maría

12 3+380.0 3+578.0 198.00 3+368.0 pontón santa maría

13 3+588.0 3+759.0 171.00 3+583.0 alcantarilla

14 3+761.0 3+969.0 208.00 3+760.0 alcantarilla

15 3+979.0 4+099.0 120.00 3+974.2 alcantarilla

16 4+101.0 4+359.0 258.00 4+100.0 alcantarilla

17 4+361.0 4+499.0 138.00 4+360.0 alcantarilla

18 4+501.0 4+699.0 198.00 4+500.0 alcantarilla

19 4+701.0 4+780.0 79.00 4+700.0 alcantarilla

20 4+780.0 4+904.0 124.00 4+909.2 alcantarilla

21 4+914.0 5+079.0 165.00 5+080.0 alcantarilla

22 5+081.0 5+203.0 122.00 5+208.3 alcantarilla

23 5+213.0 5+331.0 118.00 5+336.0 alcantarilla

24 5+341.0 5+469.0 128.00 5+469.0 alcantarilla

25 5+479.0 5+719.0 240.00 5+720.0 alcantarilla

26 5+721.0 5+949.0 228.00 5+956.6 alcantarilla

27 5+961.0 6+179.0 218.00 5+956.6 alcantarilla

28 6+181.0 6+287.0 106.00 6+180.0 alcantarilla

29 6+297.0 6+386.0 89.00 6+292.0 alcantarilla

30 6+388.0 6+659.0 271.00 6+660.0 alcantarilla

31 6+661.0 6+735.0 74.00 6+740.0 alcantarilla

32 6+745.0 6+929.0 184.00 6+740.0 alcantarilla

33 6+931.0 7+109.0 178.00 6+930.0 alcantarilla

34 7+111.0 7+236.0 125.00 7+237.2 alcantarilla

35 7+238.0 7+461.0 223.00 7+466.1 alcantarilla

36 7+471.0 7+567.0 96.00 7+572.2 alcantarilla

37 7+577.0 7+748.0 171.00 7+572.2 alcantarilla

38 7+758.0 7+910.0 152.00 7+915.7 alcantarilla

39 7+920.0 8+107.0 187.00 8+112.4 alcantarilla

40 8+117.0 8+199.0 82.00 8+200.0 alcantarilla

41 8+201.0 8+400.0 199.00 8+200.0 alcantarilla

42 8+400.0 8+548.0 148.00 8+553.5 alcantarilla

43 8+558.0 8+715.0 157.00 8+720.0 alcantarilla

44 8+725.0 8+870.0 145.00 8+720.0 alcantarilla

45 8+870.0 9+135.0 265.00 9+140.0 alcantarilla

46 9+145.0 9+267.0 122.00 9+140.0 alcantarilla

47 9+277.0 9+422.0 145.00 9+272.6 alcantarilla

48 9+432.0 9+520.0 88.00 9+427.0 alcantarilla

49 9+520.0 9+708.0 188.00 9+713.8 alcantarilla

50 9+718.0 9+855.0 137.00 9+713.8 alcantarilla

51 9+865.0 10+105.0 240.00 9+860.0 alcantarilla

52 10+115.0 10+304.0 189.00 10+110.9 alcantarilla

53 10+314.0 10+415.0 101.00 10+420.9 alcantarilla

54 10+425.0 10+595.0 170.00 10+600.0 alcantarilla

55 10+605.0 10+835.0 230.00 10+840.0 alcantarilla

56 10+840.0 10+859.0 19.00 10+864.0 alcantarilla

57 10+869.0 11+025.0 156.00 10+864.0 alcantarilla

58 11+035.0 11+118.0 83.00 11+030.5 alcantarilla

59 11+128.0 11+261.0 133.00 11+261.0 puente Huayllabamba

24/52






METRADOS DE CUNETAS







ObservacionesLD LI

Entrega descarga

60 11+412.0 11+509.0 97.00 11+510.0 alcantarilla

61 11+511.0 11+611.0 100.00 11+616.4 alcantarilla

62 11+621.0 11+800.0 179.00 11+616.4 alcantarilla

63 11+800.0 11+887.0 87.00 11+892.1 alcantarilla

64 11+897.0 12+063.0 166.00 12+068.0 alcantarilla

65 12+073.0 12+219.0 146.00 12+220.0 alcantarilla

66 12+221.0 12+360.0 139.00 12+221.0 alcantarilla

67 12+360.0 12+475.0 115.00 12+480.0 alcantarilla

68 12+485.0 12+635.0 150.00 12+640.0 alcantarilla

69 12+645.0 12+806.0 161.00 12+811.8 alcantarilla

70 12+816.0 12+905.0 89.00 12+811.8 alcantarilla

71 12+915.0 13+358.0 443.00 12+910.0 alcantarilla

72 13+368.0 13+620.0 252.00 13+363.1 alcantarilla

73 13+620.0 13+769.0 149.00 13+770.0 alcantarilla

74 13+771.0 13+848.0 77.00 13+853.7 alcantarilla

75 13+858.0 14+280.0 422.00 13+853.7 alcantarilla

76 14+280.0 14+365.0 85.00 14+370.0 alcantarilla

77 14+375.0 14+665.0 290.00 14+670.0 alcantarilla

78 14+675.0 14+819.0 144.00 14+824.0 alcantarilla

79 14+829.0 15+025.0 196.00 15+030.5 alcantarilla

80 15+035.0 15+160.0 125.00 15+165.8 alcantarilla

81 15+170.0 15+350.0 180.00 15+367.0 ponton gaspar

82 15+390.0 15+530.0 140.00 15+367.0 ponton gaspar

83 15+530.0 15+655.0 125.00 15+660.0 alcantarilla

84 15+665.0 15+925.0 260.00 15+930.0 alcantarilla

85 15+935.0 16+088.0 153.00 15+930.0 alcantarilla

86 16+098.0 16+190.0 92.00 16+190.0 alcantarilla

87 16+190.0 16+303.0 113.00 16+308.2 alcantarilla

88 16+313.0 16+480.0 167.00 16+308.2 Pte. Salinas

89 16+480.0 16+625.0 145.00 16+630.0 alcantarilla

90 16+335.0 16+861.0 526.00 16+630.0 alcantarilla

91 16+871.0 16+970.0 99.00 16+866.0 alcantarilla - machaco

92 16+970.0 17+329.0 359.00 17+330.0 alcantarilla

93 17+331.0 17+422.0 91.00 17+427.0 alcantarilla

94 17+432.0 17+530.0 98.00 17+427.0 alcantarilla

95 17+530.0 17+619.0 89.00 17+620.0 alcantarilla

96 17+621.0 17+760.0 139.00 17+620.0 alcantarilla

97 17+760.0 17+952.0 192.00 17+957.2 alcantarilla

98 17+962.0 18+120.0 158.00 17+957.2 alcantarilla

99 18+120.0 18+184.0 64.00 18+189.5 alcantarilla

100 18+194.0 18+412.0 218.00 18+417.0 alcantarilla

101 18+422.0 18+535.0 113.00 18+417.0 alcantarilla

102 18+545.0 18+745.0 200.00 18+540.0 alcantarilla

103 18+755.0 18+960.0 205.00 18+750.0 alcantarilla

104 18+960.0 19+119.0 159.00 19+120.0 alcantarilla

105 19+121.0 19+360.0 239.00 19+381.6 puente Salinas

106 19+410.0 19+575.0 165.00 19+580.0 alcantarilla

107 19+585.0 19+822.0 237.00 19+580.0 alcantarilla

108 19+832.0 20+270.0 438.00 19+827.8 alcantarilla

109 20+280.0 20+430.0 150.00 20+275.4 alcantarilla

110 20+430.0 20+622.0 192.00 20+627.5 alcantarilla

111 20+632.0 21+119.0 487.00 20+627.5 alcantarilla

112 21+121.0 21+320.0 199.00 21+321.6 alcantarilla

113 21+322.0 21+383.0 61.00 21+384.0 alcantarilla

114 21+385.0 21+515.0 130.00 21+520.0 alcantarilla

115 21+525.0 21+659.0 134.00 21+660.0 alcantarilla

116 21+661.0 21+707.0 46.00 21+712.3 alcantarilla

117 21+717.0 21+917.0 200.00 21+922.0 alcantarilla

118 21+927.0 22+150.0 223.00 21+922.0 alcantarilla

25/52






METRADOS DE CUNETAS







ObservacionesLD LI

Entrega descarga

119 22+150.0 22+410.0 260.00 22+423.0 ponton Huinguillo

120 22+430.0 22+635.0 205.00 22+423.0 ponton Huinguillo

121 22+645.0 22+895.0 250.00 22+640.0 alcantarilla

122 22+905.0 23+039.0 134.00 23+040.0 alcantarilla

123 23+041.0 23+210.0 169.00 23+215.0 alcantarilla

124 23+220.0 23+455.0 235.00 23+460.0 alcantarilla

125 23+465.0 23+567.0 102.00 23+572.0 alcantarilla

126 23+577.0 23+855.0 278.00 23+572.0 alcantarilla

127 23+865.0 24+206.0 341.00 24+211.6 alcantarilla

128 24+216.0 24+625.0 409.00 24+211.6 alcantarilla

129 24+635.0 24+846.0 211.00 24+630.0 alcantarilla

130 24+856.0 24+985.0 129.00 24+851.5 alcantarilla

131 24+995.0 25+307.0 312.00 25+312.5 alcantarilla

132 25+317.0 25+475.0 158.00 25+312.5 alcantarilla

133 25+485.0 25+640.0 155.00 25+480.0 alcantarilla

134 25+640.0 25+825.0 185.00 25+830.0 alcantarilla

135 25+835.0 26+000.0 165.00 25+830.0 alcantarilla

136 26+000.0 26+230.0 230.00 26+247.0 ponton Platanal

137 26+250.0 26+460.0 210.00 26+460.0 ponton Platanal

138 26+460.0 26+565.0 105.00 26+570.5 alcantarilla

139 26+575.0 26+850.0 275.00 26+570.5 alcantarilla

140 26+850.0 27+019.0 169.00 27+020.0 alcantarilla

141 27+201.0 27+216.0 15.00 27+020.0 alcantarilla

142 27+226.0 27+480.0 254.00 27+221.4 alcantarilla

143 27+480.0 27+750.0 270.00 27+760.25 puente Shitariyacu - inicio

144 27+810.0 28+136.0 326.00 27+796.53 puente Shitariyacu - fin

145 28+146.0 28+250.0 104.00 28+141.7 alcantarilla

146 28+250.0 28+342.0 92.00 28+347.0 alcantarilla

147 28+352.0 28+583.0 231.00 28+588.5 alcantarilla

148 28+593.0 28+840.0 247.00 28+588.5 alcantarilla

149 28+840.0 28+964.0 124.00 28+965.0 alcantarilla

150 28+966.0 29+020.0 54.00 28+965.0 alcantarilla

151 29+020.0 29+347.0 327.00 29+352.8 alcantarilla - baden

152 29+357.0 29+556.0 199.00 29+352.8 alcantarilla

153 29+566.0 29+839.0 273.00 29+561.0 alcantarilla

154 29+849.0 30+000.0 151.00 29+844.3 alcantarilla

155 30+000.0 30+257.0 257.00 30+262.6 alcantarilla

156 30+267.0 30+420.0 153.00 30+262.6 alcantarilla

157 30+420.0 30+839.0 419.00 30+840.0 alcantarilla

158 30+841.0 30+919.0 78.00 30+840.0 alcantarilla

159 30+921.0 31+009.0 88.00 30+920.0 alcantarilla

160 31+011.0 31+109.0 98.00 31+010.0 alcantarilla

161 31+111.0 31+517.0 406.00 31+522.0 alcantarilla

162 31+527.0 31+659.0 132.00 31+660.0 alcantarilla

163 31+661.0 31+705.0 44.00 31+710.0 alcantarilla

164 31+715.0 31+819.0 104.00 31+824.2 alcantarilla

165 31+829.0 31+935.0 106.00 31+940.0 alcantarilla

166 31+945.0 31+995.0 50.00 31+940.0 alcantarilla

167 32+005.0 32+210.0 205.00 32+000.0 alcantarilla

168 32+220.0 32+410.0 190.00 32+215.0 alcantarilla

169 32+410.0 32+653.0 243.00 32+658.5 alcantarilla

170 32+663.0 32+719.0 56.00 32+720.0 alcantarilla

171 32+721.0 32+849.0 128.00 32+720.0 Pte Balsaquillo

172 32+859.0 33+130.0 271.00 32+854.0 alcantarilla

173 33+134.0 33+364.0 230.00 33+369.5 alcantarilla

174 33+374.0 33+560.0 186.00 33+369.5 alcantarilla

175 33+570.0 34+064.0 494.00 33+565.8 alcantarilla

176 34+074.0 34+220.0 146.00 34+069.5 alcantarilla

177 34+220.0 34+389.0 260.00 34+390.0 alcantarilla

26/52






METRADOS DE CUNETAS







ObservacionesLD LI

Entrega descarga

178 34+391.0 34+485.0 320.00 34+490.0 alcantarilla

179 34+495.0 34+570.0 75.00 34+490.0 alcantarilla

180 34+580.0 34+780.0 200.00 34+575.0 alcantarilla

181 34+780.0 35+037.0 257.00 35+038.0 alcantarilla

182 35+039.0 35+240.0 201.00 35+250.0 ponton Macana

183 35+260.0 35+385.0 125.00 35+250.0 ponton Macana

184 35+395.0 35+515.0 120.00 35+390.0 alcantarilla

185 35+525.0 35+650.0 125.00 35+520.0 alcantarilla

186 35+650.0 35+735.0 85.00 35+740.0 alcantarilla

187 35+745.0 35+850.0 105.00 35+740.0 alcantarilla

188 35+850.0 36+119.0 269.00 36+120.0 alcantarilla

189 36+121.0 36+366.0 260.00 36+367.0 alcantarilla

190 36+368.0 36+389.0 320.00 36+390.0 alcantarilla

191 36+391.0 36+533.0 142.00 36+534.0 alcantarilla

192 36+535.0 36+705.0 170.00 36+710.0 alcantarilla

193 36+715.0 36+935.0 220.00 36+940.0 alcantarilla

194 36+945.0 37+255.0 310.00 37+360.0 alcantarilla

195 37+265.0 37+355.0 90.00 37+260.0 alcantarilla

196 37+365.0 37+500.0 135.00 37+260.0 alcantarilla

197 37+500.0 37+645.0 145.00 37+650.7 alcantarilla

198 37+655.0 37+815.0 160.00 37+820.0 alcantarilla

199 37+825.0 37+990.0 165.00 37+995.0 alcantarilla

200 38+000.0 38+100.0 100.00 37+995.0 alcantarilla

201 38+100.0 38+159.0 59.00 38+160.0 alcantarilla

202 38+161.0 38+235.0 74.00 38+240.0 alcantarilla

203 38+420.0 38+750.0 330.00 38+412.0 puente Balzayacu III - fin

204 38+760.0 39+006.0 246.00 38+755.0 alcantarilla

205 39+016.0 39+240.0 224.00 39+245.0 alcantarilla

206 39+250.0 39+430.0 180.00 39+445.0 puente balsaquillo - inicio

207 39+480.0 39+690.0 210.00 39+475.92 puente balsaquillo - fin

208 39+690.0 39+975.0 285.00 39+980.0 alcantarilla

209 39+985.0 40+175.0 190.00 40+180.0 alcantarilla

210 40+185.0 40+340.0 155.00 40+360.0 ponton Guacamayo

211 40+370.0 40+595.0 225.00 40+600.0 alcantarilla

212 40+605.0 40+855.0 250.00 40+600.0 alcantarilla

213 40+865.0 41+115.0 250.00 40+860.0 alcantarilla

214 41+125.0 41+435.0 310.00 41+120.0 alcantarilla

215 41+445.0 41+895.0 450.00 41+440.0 alcantarilla

216 41+905.0 42+236.0 331.00 41+900.0 alcantarilla

217 42+250.0 42+440.0 190.00 42+241.0 alcantarilla

218 42+440.0 42+670.0 230.00 42+675.0 alcantarilla

219 42+680.0 42+935.0 255.00 42+940.0 alcantarilla

220 42+945.0 43+280.0 335.00 43+280.0 alcantarilla

41141.00 0.00

TOTAL CUNETA TRIANGULAR TIPO 2=> 41141.00

27/52






METRADOS DE CUNETAS







ObservacionesLD LI

Entrega descarga

1 0+867.0 1+450.0 583.00 0+861.6 alcantarilla

2 2+020.0 2+320.0 300.00 2+330.0 alcantarilla

3 3+005.0 3+130.0 125.00 3+000.0 alcantarilla

4 3+640.0 3+710.0 70.00 3+640.0 terreno natural

5 3+840.0 3+940.0 100.00 3+840.0 terreno natural

6 4+020.0 4+099.0 79.00 4+020.0 terreno natural

7 4+300.0 4+355.0 55.00 4+300.0 terreno natural

8 4+365.0 4+420.0 55.00 4+360.0 alcantarilla

9 4+480.0 4+510.0 30.00 4+480.0 terreno natural

10 4+630.0 4+695.0 65.00 4+630.0 terreno natural

11 5+213.0 5+331.0 118.00 5+336.0 alcantarilla

12 5+341.0 5+469.0 128.00 5+474.3 alcantarilla

13 6+297.0 6+382.0 85.00 6+292.0 alcantarilla

14 6+810.0 6+925.0 115.00 6+810.0 terreno natural

15 6+935.0 7+040.0 105.00 6+930.0 alcantarilla

16 7+758.0 7+910.0 152.00 7+915.7 alcantarilla

17 9+432.0 9+530.0 98.00 9+427.0 alcantarilla

18 9+718.0 9+800.0 82.00 9+713.8 alcantarilla

19 11+220.0 11+261.0 41.00 11+261.0 puente Huayllabamba

20 11+420.0 11+460.0 40.00 11+460.0 terreno natural

21 11+860.0 11+887.0 27.00 11+892.1 alcantarilla

22 11+897.0 11+910.0 13.00 11+892.1 terreno natural

23 12+150.0 12+215.0 65.00 12+150.0 terreno natural

24 13+740.0 13+765.0 25.00 13+770.0 terreno natural

25 13+775.0 13+848.0 73.00 13+770.0 terreno natural

26 13+858.0 13+870.0 12.00 13+853.7 alcantarilla

27 14+010.0 14+320.0 310.00 14+010.0 terreno natural

28 14+420.0 14+665.0 245.00 14+670.0 alcantarilla

29 15+080.0 15+160.0 80.00 15+165.8 alcantarilla

30 15+170.0 15+350.0 180.00 15+367.0 Ponton Gaspar

31 15+900.0 15+925.0 25.00 15+930.0 alcantarilla

32 15+935.0 16+060.0 125.00 15+930.0 alcantarilla

33 16+098.0 16+250.0 152.00 16+093.0 alcantarilla

34 16+420.0 16+560.0 140.00 16+420.0 terreno natural

35 16+871.0 17+020.0 149.00 16+866.0 alcantarilla - machaco

36 17+750.0 17+810.0 60.00 17+810.0 terreno natural

37 18+000.0 18+030.0 30.00 18+000.0 terreno natural

38 18+755.0 18+960.0 205.00 18+750.0 alcantarilla

39 18+960.0 19+030.0 70.00 19+030.0 terreno natural

40 19+500.0 19+575.0 75.00 19+580.0 alcantarilla

41 19+585.0 19+822.0 237.00 19+580.0 alcantarilla

42 19+940.0 20+200.0 260.00 19+940.0 terreno natural

43 20+632.0 21+060.0 428.00 20+627.5 alcantarilla

44 21+389.0 21+515.0 126.00 21+520.0 alcantarilla

45 22+905.0 23+035.0 130.00 23+040.0 alcantarilla

46 23+045.0 23+210.0 165.00 23+215.0 alcantarilla

47 23+220.0 23+455.0 235.00 23+460.0 alcantarilla

48 23+465.0 23+567.0 102.00 23+572.0 alcantarilla

49 23+577.0 23+855.0 278.00 23+572.0 alcantarilla

50 24+910.0 24+985.0 75.00 24+910.0 terreno natural

51 24+995.0 25+307.0 312.00 25+312.5 alcantarilla

52 25+317.0 25+475.0 158.00 25+312.5 alcantarilla

53 25+485.0 25+640.0 155.00 25+480.0 alcantarilla

54 25+640.0 25+825.0 185.00 25+830.0 alcantarilla

55 26+060.0 26+200.0 140.00 26+200.0 terreno natural

56 26+575.0 26+600.0 25.00 26+570.5 alcantarilla

57 26+730.0 26+890.0 160.00 26+730.0 terreno natural

58 27+110.0 27+200.0 90.00 27+110.0 terreno natural

59 27+480.0 27+740.0 260.00 27+760.25 puente Shitariyacu - inicio

28/52






METRADOS DE CUNETAS







ObservacionesLD LI

Entrega descarga

60 27+810.0 27+880.0 70.00 27+796.53 puente Shitariyacu - fin

61 28+050.0 28+080.0 30.00 28+050.0 terreno natural

62 29+566.0 29+839.0 273.00 29+561.0 alcantarilla

63 29+940.0 30+120.0 180.00 30+120.0 terreno natural

64 30+400.0 30+420.0 20.00 30+400.0 terreno natural

65 30+420.0 30+500.0 80.00 30+500.0 terreno natural

66 31+015.0 31+105.0 90.00 31+010.0 alcantarilla

67 32+060.0 32+200.0 140.00 32+060.0 terreno natural

68 32+440.0 32+500.0 60.00 32+060.0 terreno natural

69 33+000.0 33+130.0 130.00 33+000.0 terreno natural

70 33+135.0 33+160.0 25.00 31+160.0 terreno natural

71 33+400.0 33+550.0 150.00 33+400.0 terreno natural

72 33+840.0 34+000.0 160.00 33+400.0 terreno natural

73 34+220.0 34+290.0 70.00 34+290.0 terreno natural

74 34+630.0 34+790.0 160.00 34+630.0 terreno natural

75 35+620.0 35+660.0 40.00 35+620.0 terreno natural

76 38+453.0 38+750.0 297.00 38+412.0 puente Balzayacu III - fin

77 38+760.0 39+006.0 246.00 38+755.0 alcantarilla

78 39+016.0 39+130.0 114.00 39+130.0 terreno natural

79 39+340.0 39+430.0 90.00 39+445.00 puente balsaquillo - inicio

80 39+480.0 39+660.0 180.00 39+475.92 puente balsaquillo - fin

81 40+605.0 40+800.0 195.00 40+600.00 alcantarilla

0.00 10808.00

TOTAL CUNETA TRIANGULAR TIPO 3=> 10808.00

29/52






METRADOS DE CUNETAS







ObservacionesLD LI

Entrega descarga

1 0+005.0 10.00 0+000.0 puente juanjuicillo

2 0+005.0 10.00 0+000.0 puente juanjuicillo

3 0+620.0 6.00 0+625.0 alcantarilla

4 0+620.0 4.50 0+625.0 alcantarilla

5 0+630.0 6.20 0+625.0 alcantarilla

6 0+867.0 6.50 0+861.6 alcantarilla

7 0+867.0 7.60 0+861.6 alcantarilla

8 1+450.0 10.30 1+450.0 terreno natural

9 1+578.0 6.00 1+583.2 alcantarilla

10 1+588.0 6.20 1+583.2 alcantarilla

11 1+875.0 6.10 1+870.0 alcantarilla

12 2+320.0 11.00 2+330.0 alcantarilla

13 2+520.0 25.92 2+536.0 pontón cangrejo

14 2+550.0 21.66 2+536.0 pontón cangrejo

15 2+595.0 7.00 2+590.0 alcantarilla

16 2+665.0 5.60 2+660.0 alcantarilla

17 3+005.0 6.80 3+000.0 alcantarilla

18 3+005.0 7.10 3+000.0 alcantarilla

19 3+350.0 23.70 3+368.0 pontón santa maría

20 3+380.0 23.50 3+368.0 pontón santa maría

21 3+588.0 6.50 3+583.0 alcantarilla

22 3+640.0 5.00 3+640.0 terreno natural

23 3+840.0 5.00 3+840.0 terreno natural

24 3+979.0 5.70 3+974.2 alcantarilla

25 4+020.0 5.00 4+020.0 terreno natural

26 4+300.0 5.00 4+300.0 terreno natural

27 4+365.0 8.10 4+360.0 alcantarilla

28 4+480.0 5.00 4+480.0 terreno natural

29 4+630.0 5.00 4+630.0 terreno natural

30 4+904.0 5.00 4+909.2 alcantarilla

31 5+203.0 6.50 5+208.3 alcantarilla

32 5+331.0 7.60 5+336.0 alcantarilla

33 5+331.0 10.10 5+336.0 alcantarilla

34 5+469.0 6.80 5+474.3 alcantarilla

35 5+469.0 9.30 5+474.3 alcantarilla

36 5+949.0 6.20 5+956.6 alcantarilla

37 5+961.0 6.50 5+956.6 alcantarilla

38 6+297.0 6.10 6+292.0 alcantarilla

39 6+297.0 7.80 6+292.0 alcantarilla

40 6+735.0 7.60 6+740.0 alcantarilla

41 6+745.0 8.30 6+740.0 alcantarilla

42 6+810.0 5.00 6+810.0 terreno natural

43 6+935.0 7.80 6+930.0 alcantarilla

44 7+461.0 6.50 7+466.1 alcantarilla

45 7+567.0 6.20 7+572.2 alcantarilla

46 7+577.0 6.00 7+572.2 alcantarilla

47 7+910.0 6.50 7+915.7 alcantarilla

48 7+910.0 6.70 7+915.7 alcantarilla

49 8+107.0 5.90 8+112.4 alcantarilla

50 8+548.0 5.90 8+553.5 alcantarilla

51 8+715.0 5.70 8+720.0 alcantarilla

52 8+725.0 7.30 8+720.0 alcantarilla

53 9+135.0 7.20 9+140.0 alcantarilla

54 9+145.0 8.30 9+140.0 alcantarilla

55 9+277.0 6.50 9+272.6 alcantarilla

56 9+432.0 6.60 9+427.0 alcantarilla

57 9+432.0 6.50 9+427.0 alcantarilla

58 9+708.0 5.70 9+713.8 alcantarilla

59 9+718.0 6.50 9+713.8 alcantarilla

30/52






METRADOS DE CUNETAS







ObservacionesLD LI

Entrega descarga

60 9+718.0 3.70 9+713.8 alcantarilla

61 9+865.0 6.60 9+860.0 alcantarilla

62 10+105.0 5.70 10+110.9 alcantarilla

63 10+115.0 6.60 10+110.9 alcantarilla

64 10+415.0 5.00 10+420.9 alcantarilla

65 10+595.0 6.50 10+600.0 alcantarilla

66 10+835.0 7.30 10+840.0 alcantarilla

67 10+859.0 6.80 10+864.0 alcantarilla

68 10+869.0 7.10 10+864.0 alcantarilla

69 11+035.0 5.10 11+030.5 alcantarilla

70 11+261.0 19.50 11+261.0 puente Huayllabamba

71 11+261.0 8.90 11+261.0 puente Huayllabamba

72 11+460.0 5.00 11+460.0 terreno natural

73 11+611.0 7.30 11+616.4 alcantarilla

74 11+621.0 5.80 11+616.4 alcantarilla

75 11+887.0 6.30 11+892.1 alcantarilla

76 11+887.0 6.10 11+892.1 alcantarilla

77 11+910.0 9.40 11+910.0 terreno natural

78 12+063.0 5.30 12+068.0 alcantarilla

79 12+073.0 5.20 12+068.0 alcantarilla

80 12+150.0 5.00 12+150.0 terreno natural

81 12+475.0 6.40 12+480.0 alcantarilla

82 12+635.0 7.00 12+640.0 alcantarilla

83 12+806.0 7.10 12+811.8 alcantarilla

84 12+816.0 6.70 12+811.8 alcantarilla

85 12+915.0 6.40 12+910.0 alcantarilla

86 12+915.0 6.00 12+910.0 alcantarilla

87 13+120.0 5.00 13+120.0 terreno natural

88 13+368.0 7.30 13+363.1 alcantarilla

89 13+765.0 8.00 13+770.0 terreno natural

90 13+775.0 8.50 13+770.0 terreno natural

91 13+858.0 7.70 13+853.7 alcantarilla

92 13+858.0 5.80 13+853.7 alcantarilla

93 14+365.0 8.00 14+370.0 alcantarilla

94 14+665.0 6.10 14+670.0 alcantarilla

95 14+665.0 7.90 14+670.0 alcantarilla

96 14+819.0 6.20 14+824.0 alcantarilla

97 15+025.0 6.20 15+030.5 alcantarilla

98 15+160.0 5.90 15+165.8 alcantarilla

99 15+160.0 6.50 15+165.8 alcantarilla

100 15+350.0 29.93 15+367.0 ponton gaspar

101 15+350.0 14.20 15+367.0 ponton gaspar

102 15+390.0 29.25 15+367.0 ponton gaspar

103 15+655.0 6.00 15+660.0 alcantarilla

104 15+655.0 6.70 15+660.0 alcantarilla

105 15+925.0 6.50 15+930.0 alcantarilla

106 15+925.0 6.50 15+930.0 alcantarilla

107 15+935.0 7.00 15+930.0 alcantarilla

108 15+935.0 6.70 15+930.0 alcantarilla

109 16+098.0 6.80 16+190.0 alcantarilla

110 16+098.0 6.30 16+093.0 alcantarilla

111 16+303.0 6.90 16+308.2 alcantarilla

112 16+313.0 7.10 16+308.2 alcantarilla

113 16+420.0 5.00 16+420.0 terreno natural

114 16+625.0 6.00 16+630.0 alcantarilla

115 16+635.0 7.30 16+630.0 alcantarilla

116 16+871.0 6.20 16+866.0 alcantarilla - machaco

117 16+871.0 5.60 16+866.0 alcantarilla - machaco

118 17+422.0 5.90 17+427.0 alcantarilla

31/52






METRADOS DE CUNETAS







ObservacionesLD LI

Entrega descarga

119 17+432.0 5.70 17+427.0 alcantarilla

120 17+810.0 5.00 17+810.0 terreno natural

121 17+952.0 6.15 17+957.2 alcantarilla

122 17+962.0 6.60 17+957.2 alcantarilla

123 18+000.0 7.80 18+000.0 terreno natural

124 18+184.0 6.15 18+189.5 alcantarilla

125 18+412.0 6.30 18+417.0 alcantarilla

126 18+422.0 5.50 18+417.0 alcantarilla

127 18+545.0 6.70 18+540.0 alcantarilla

128 18+755.0 5.90 18+750.0 alcantarilla

129 18+755.0 6.15 18+750.0 alcantarilla

130 19+030.0 5.00 19+030.0 terreno natural

131 19+360.0 11.81 19+381.6 puente Salinas

132 19+575.0 6.80 19+580.0 alcantarilla

133 19+575.0 6.20 19+580.0 alcantarilla

134 19+585.0 7.00 19+580.0 alcantarilla

135 19+585.0 5.90 19+580.0 alcantarilla

136 19+832.0 6.40 19+827.8 alcantarilla

137 19+940.0 5.00 19+940.0 terreno natural

138 20+280.0 5.50 20+275.4 alcantarilla

139 20+622.0 5.50 20+627.5 alcantarilla

140 20+632.0 6.00 20+627.5 alcantarilla

141 20+632.0 6.00 20+627.5 alcantarilla

142 21+515.0 6.70 21+520.0 alcantarilla

143 21+515.0 7.70 21+520.0 terreno natural

144 21+707.0 5.10 21+712.3 alcantarilla

145 21+917.0 6.15 21+922.0 alcantarilla

146 21+927.0 7.30 21+922.0 alcantarilla

147 22+410.0 14.24 22+423.0 ponton Huinguillo

148 22+430.0 8.73 22+423.0 ponton Huinguillo

149 22+645.0 7.80 22+640.0 alcantarilla

150 23+035.0 7.20 23+040.0 alcantarilla

151 23+210.0 5.80 23+215.0 alcantarilla

152 23+210.0 5.50 23+215.0 alcantarilla

153 23+455.0 5.80 23+460.0 alcantarilla

154 23+455.0 7.05 23+460.0 alcantarilla

155 23+567.0 6.50 23+572.0 alcantarilla

156 23+567.0 5.50 23+572.0 alcantarilla

157 23+577.0 6.10 23+572.0 alcantarilla

158 23+577.0 6.00 23+572.0 alcantarilla

159 24+206.0 7.30 24+211.6 alcantarilla

160 24+216.0 7.60 24+211.6 alcantarilla

161 24+635.0 8.00 24+630.0 alcantarilla

162 24+856.0 8.20 24+851.5 alcantarilla

163 24+910.0 7.30 24+910.0 terreno natural

164 25+307.0 10.00 25+312.5 alcantarilla

165 25+307.0 6.00 25+312.5 alcantarilla

166 25+317.0 10.00 25+312.5 alcantarilla

167 25+317.0 6.00 25+312.5 alcantarilla

168 25+485.0 9.00 25+480.0 alcantarilla

169 25+485.0 9.00 25+480.0 alcantarilla

170 25+825.0 8.00 25+830.0 alcantarilla

171 25+825.0 10.00 25+830.0 alcantarilla

172 25+835.0 7.50 25+830.0 alcantarilla

173 26+230.0 10.70 26+247.0 ponton Platanal

174 26+200.0 15.00 26+200.0 terreno natural

175 26+250.0 11.90 26+247.0 ponton Platanal

176 26+565.0 9.70 26+570.5 alcantarilla

177 26+575.0 8.80 26+570.5 alcantarilla

32/52






METRADOS DE CUNETAS







ObservacionesLD LI

Entrega descarga

178 26+575.0 5.30 26+570.5 alcantarilla

179 26+730.0 12.50 26+730.0 terreno natural

180 27+110.0 5.00 27+110.0 terreno natural

181 27+226.0 8.80 27+221.4 alcantarilla

182 27+750.0 18.90 27+760.25 puente Shitariyacu - inicio

183 27+740.0 12.20 27+760.25 puente Shitariyacu - inicip

184 27+810.0 26.49 27+796.53 puente Shitariyacu - fin

185 27+797.7 5.00 27+796.53 puente Shitariyacu - fin

186 28+050.0 9.50 28+141.7 terreno natural

187 28+146.0 8.00 28+141.7 alcantarilla

188 28+342.0 8.00 28+347.0 alcantarilla

189 28+583.0 8.00 28+588.5 alcantarilla

190 28+593.0 8.00 28+588.5 alcantarilla

191 29+347.0 8.00 29+352.8 alcantarilla - baden

192 29+357.0 8.00 29+352.8 alcantarilla

193 29+566.0 8.00 29+561.0 alcantarilla

194 29+566.0 8.00 29+561.0 alcantarilla

195 29+849.0 7.46 29+844.3 alcantarilla

196 30+257.0 7.15 30+262.6 alcantarilla

197 30+120.0 5.00 30+120.0 terreno natural

198 30+267.0 6.30 30+262.6 alcantarilla

199 30+400.0 5.00 30+400.0 terreno natural

200 30+500.0 5.00 30+500.0 terreno natural

201 31+015.0 6.50 31+010.0 alcantarilla

202 31+517.0 8.20 31+522.0 alcantarilla

203 31+705.0 6.70 31+710.0 alcantarilla

204 31+819.0 5.90 31+824.2 alcantarilla

205 31+935.0 6.80 31+940.0 alcantarilla

206 31+945.0 6.00 31+940.0 alcantarilla

207 32+005.0 7.20 32+000.0 alcantarilla

208 32+060.0 5.00 32+060.0 terreno natural

209 32+220.0 9.60 32+215.0 alcantarilla

210 32+653.0 5.50 32+658.5 alcantarilla

211 32+500.0 8.20 32+500.0 terreno natural

212 32+859.0 6.00 32+854.0 alcantarilla

213 33+000.0 9.80 33+000.0 terreno natural

214 33+160.0 8.70 33+160.0 terreno natural

215 33+364.0 8.20 33+369.5 alcantarilla

216 33+374.0 7.30 33+369.5 alcantarilla

217 33+400.0 34.75 33+400.0 terreno natural

218 33+570.0 6.20 33+565.8 alcantarilla

219 33+840.0 8.50 33+840.0 terreno natural

220 34+074.0 6.20 34+069.5 alcantarilla

221 34+290.0 7.00 34+290.0 terreno natural

222 34+485.0 6.80 34+490.0 alcantarilla

223 34+495.0 6.80 34+490.0 alcantarilla

224 34+580.0 7.00 34+575.0 alcantarilla

225 34+630.0 9.31 34+630.0 terreno natural

226 35+240.0 23.33 35+250.0 ponton Macana

227 35+260.0 10.05 35+250.0 ponton Macana

228 35+395.0 5.70 35+390.0 alcantarilla

229 35+525.0 6.55 35+520.0 alcantarilla

230 35+620.0 11.81 35+620.0 terreno natural

231 35+735.0 7.15 35+740.0 alcantarilla

232 35+745.0 7.50 35+740.0 alcantarilla

233 36+705.0 6.20 36+710.0 alcantarilla

234 36+935.0 5.70 36+940.0 alcantarilla

235 37+255.0 8.00 37+260.0 alcantarilla

236 37+265.0 7.50 37+260.0 alcantarilla

33/52






METRADOS DE CUNETAS







ObservacionesLD LI

Entrega descarga

237 37+365.0 6.20 37+360.0 alcantarilla

238 37+645.0 7.60 37+650.7 alcantarilla

239 37+815.0 7.30 37+820.0 alcantarilla

240 37+990.0 8.60 37+995.0 alcantarilla

241 38+000.0 8.15 37+995.0 alcantarilla

242 38+235.0 7.30 38+240.0 alcantarilla

243 38+420.0 23.63 38+412.0 puente Balzayacu III - fin

244 38+453.0 52.19 38+412.0 puente Balzayacu III - fin

245 38+760.0 23.63 38+755.0 alcantarilla

246 38+760.0 6.00 38+755.0 alcantarilla

247 39+130.0 8.50 39+130.0 terreno natural

248 39+240.0 8.00 39+245.0 alcantarilla

249 39+430.0 18.82 39+445.0 puente balsaquillo - inicio

250 39+430.0 11.70 39+445.0 puente balsaquillo - inicio

251 39+480.0 24.60 39+475.92 puente balsaquillo - fin

252 39+480.0 31.34 39+475.92 puente balsaquillo - fin

253 39+975.0 6.70 39+980.0 alcantarilla

254 40+175.0 5.70 40+180.0 alcantarilla

255 40+340.0 21.00 40+360.0 ponton Guacamayo

256 40+595.0 5.70 40+600.0 alcantarilla

257 40+605.0 5.90 40+600.0 alcantarilla

258 40+605.0 9.70 40+600.0 alcantarilla

259 40+865.0 7.00 40+860.0 alcantarilla

260 41+125.0 8.20 41+120.0 alcantarilla

261 41+445.0 9.20 41+440.0 alcantarilla

262 41+905.0 7.00 41+900.0 alcantarilla

263 42+250.0 11.29 42+241.0 alcantarilla

264 42+670.0 7.30 42+675.0 alcantarilla

265 12+935.0 7.70 42+940.0 alcantarilla

1501.19 725.60

TOTAL CUNETA BATEA TIPO 4=> 2226.79 Para 1 m de ancho en promedio

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METRADO DE MUROS DE SUELO REFORZADO638.B Malla 1x1x4 (ancho 2m) Tubo HDPE D=4"

No PROGRESIVA Long. Altura Ancho Muro de Cant.de Total vol. Total Longitudinal Codos y Total

´(2) (3) suelo ref. 1x1x4 del gavion element. descarga

(1) (m) (m) (m3) (und/m) (m3) (und) (m) (m) (m)

1 12+010 12+040 30.00 4.00 4.00 480.00 4.00 120.00 60.00 30.00 2.00 32.00

incd. Cant por m3 del gavión=> 0.5000

TOTALES ===> 30.00 4.00 480.00 120.00 60.50 32.00

Incidencia por m3 de muro=> 0.2500 m3/m3 0.0667

Nota: El volumen de relleno se refiere al material a colocar en la parte delantera como fuerza pasiva, u cualquier otro relleno necesario, distinto al relleno de la masa del muro.

Nota: El volumen de transporte para relleno considera el metrado para el suelo reforzado y el relleno de la parte delantera pasiva.


CARGIO PARA ELIMINACION 225.00 M3

CARGIO PARA PRESTAMO 390.00 M3

PARTIDA 601.E EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS 225.00 M3

PARTIDA 605.A RELLENO PARA ESTRUCTURAS 30.00 M3

PARTIDA 638.B MURO DE SUELO REFORZADO 480.00 M3




PARTIDA 700.C TRANSPORTE A ELIMINAR HASTA 1 KM 144.21 M3KM

PARTIDA 700.D TRANSPORTE A ELIMINAR DESPUES DE 1 KM - M3KM

Geonet Relleno del suelo reforz. 601.E 605.A

Alt.(h) Area Ancho Vol Exc.n/clasif Rellen.para estructuras

promed. Area Vol Area Vol

(m) (m2) (m) (m3) (m2) (Areax(1)) (m2) (Areax(1))

3.00 90.00 3.00 360.00 7.50 225.00 1.00 30.00

90.00 360.00 225.00 30.00

m/m3 0.1875 0.7500


35/52









(1) (m) (m) (m3) (und/m) (m3) (und) (m) (m) (m)

1 12+010 12+040 30.00 4.00 4.00 480.00 4.00 120.00 60.00 30.00 2.00 32.00


TOTALES ===> 30.00 4.00 480.00 120.00 60.50 32.00















MATERIAL A TRANSPORTAR PARA RELLENOS MATERIAL A ELIMINAR A BOTADERO

Se

co

mp

en

sa

207.A Dist.c.g. 700.A 700.B 906.A Dist.bot/ 700.C

Prest.Cant. Carguio Ubicación Cant./c.g. < 1km >1km Dep. Carguio Botadero

Prog. acc. estruc. desch. (m3) Prog. Acc. c.g.exc. 1< km

(m3) (m3) (km) (km) (m3xkm) (m3xkm) (m3) (km) (km) (km) (m3xkm)

NO 390.00 390.00 10180 0.415 2.26 390.00 491.40 204.55 225.00 12700 0.15 0.71 144.21

390.00 390.00 390.00 491.40 204.55 225.00 144.21

36/52









(1) (m) (m) (m3) (und/m) (m3) (und) (m) (m) (m)

1 12+010 12+040 30.00 4.00 4.00 480.00 4.00 120.00 60.00 30.00 2.00 32.00


TOTALES ===> 30.00 4.00 480.00 120.00 60.50 32.00















700.D

> 1km

(m3xkm)

0

-

37/52

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RESUMEN DE METRADOS POR PARTIDAS

CARGUIO A CAMIÓN VOLQUETE 969.80 m3

202.B DEMOLICION DE ESTRUCTURAS - m3

202.C REMOCIÓN DE ALCANTARILLAS METALICAS - m

202.D REMOCIÓN DE PASES DE AGUA - m

207.A PRESTAMO DE CANTERA 397.61 m3

906.A DEPOSITO DE DESECHOS 528.76 m3

700.A TRANSPORTE DE MATERIAL GRANULAR <=1,0 KM 376.91 m3xkm

700.B TRANSPORTE DE MATERIAL GRANULAR >1,0 KM 935.86 m3xkm

700.C TRANSPORTE DE ESCOMBROS <=1,0 KM 515.35 m3xkm

700.D TRANSPORTE DE ESCOMBROS >1,0 KM 825.49 m3xkm

601.E EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS 541.34 m3

602.A LIMPIEZA DE ALCANTARILLAS 30.23 m3

602.B LIMPIEZA DE CAUCES 62.52 m3

602.C LIMPIEZA DE PASES DE AGUA - m3

605.A RELLENO PARA ESTRUCTURAS 397.62 m3

605.B MATERIAL FILTRANTE - m3606.A PICADO Y PREPARACIÓN DE SUPERFICIE DE CONCRETO 0.20 m2610.C CONCRETO CLASE C (FĆ=280 KG/CM2) m3

610.D CONCRETO CLASE D (FĆ=210 KG/CM2) - m3

610.E CONCRETO CLASE E (F'C=175 KG/CM2) 0.16 m3

610.G CONCRETO CLASE G (F'C=140 KG/CM2 + 30% P.G.) - m3

610.H CONCRETO CLASE H (FĆ=175 KG/CM2 CON 30% DE P.G.) 80.91 m3

610.I CONCRETO CLASE I (F'C=100 KG/CM2) m3

611.A ENCOFRADO Y DESENCOFRADO 202.49 m2

612.A CANAL DE PIEDRA EMBOQUILLADA CON CONCRETO F`C=175 KG/CM2 386.11 m2

612.B MANPOSTERIA DE PIEDRA EMBOQUILLADA CON CONCRETO F'C=175 KG/CM2 51.30 m3

615.A ACERO DE REFUERZO F`Y=4200 KG/CM2 EN SUP. - kg622.A TUBERIA CORRUGADA DE TMC D=24" - m622.B TUBERIA CORRUGADA DE TMC D=36" 38.01 m

622.C TUBERIA CORRUGADA DE TMC D=48" 6.48 m

626.A TUBERIA DE PVC D=6" PARA MUROS - PERFORADA - m

626.B TUBERIA DE PVC D=4" PARA MUROS - SIN PERFORAR - m

626.C TUBERIA DE PVC D=4" PERFORADA m

635.A CUNETA TRIANGULAR REVESTIDA m x

644.A ENROCADO DE PROTECCION m3

650.N GEOTEXTIL NO TEJIDO m2652.A JUNTAS PARA BADENES CON DOWELS - m652.B JUNTAS PARA BADENES SIN DOWELS - m654.A JUNTAS PARA MUROS - m2

805.C POSTE DELINEADOR EN MUROS DE CONCRETO 32.00 und840.A PINTADO DE PARAPETOS DE MUROS Y ALCANTARILLAS 10.20 m2




METRADO DE MUROS DE SOSTENIMIENTO DE CONCRETO CICLOPEO-REPARACION

MATERIAL A TRANSPORTAR PARA RELLENOS MATERIAL A ELIMINAR A BOTADEROS612.B 601.E 605.A 805.C 207.A Dist.c.g. 700.A 700.B 906.A Botadero Dist.bot/ 700.C 700.D

No PROGRESIVA Tipo Long. Ancho Altura Manposteria de piedra emboqExc.n/clasif Rellen.para estructuras Prest.Cant. Carguio Ubicación Bot./c.g. Dep. Carguiof'c=175 kg/cm2+30%PG Area Vol Area Vol Prog. acc. estruc. < 1km >1km desch. Prog. Acc. c.g.exc. 1< km > 1km

(m2) Areax(1) (m2) Areax(1) Se compensa (m3) (m3) (km) (km) (km) (m3xkm) (m3xkm)(1) (m3) (und) (m3) (m3) (km) (km) (m3xkm) (m3xkm)

1 +140.3 +163.4 MCA 2 1 1.80 3.60 0.90 1.8 0.25 0.45 NO 0.45 0.45 8+100.00 0.100 8.05 0.45 3.17 1.64 1.80 6+160.00 0.73 6.62 1.64 9.212 +162.8 +203.8 MCC 1.5 1 1.50 2.25 0.75 1.13 0.25 0.38 NO 0.38 0.38 8+100.00 0.100 8.02 0.38 2.67 1.03 1.13 6+160.00 0.73 6.59 1.03 5.753 +953.5 +973.3 MCC 1.5 1 1.50 2.25 0.75 1.13 0.25 0.38 NO 0.38 0.38 8+100.00 0.100 7.24 0.38 2.37 1.03 1.13 6+160.00 0.73 5.81 1.03 4.954 1+123.9 1+135.4 MCA 2 1 1.80 3.60 0.90 1.8 0.25 0.45 NO 0.45 0.45 8+100.00 0.100 7.07 0.45 2.73 1.64 1.80 6+160.00 0.73 5.64 1.64 7.615 3+516.6 3+526.6 MCC 1.5 1 1.50 2.25 0.75 1.13 0.25 0.38 4.0 NO 0.38 0.38 8+100.00 0.100 4.68 0.38 1.40 1.03 1.13 6+160.00 0.73 3.25 1.03 2.326 3+890 3+899 MCA 2 1 1.80 3.60 0.90 1.8 0.25 0.45 NO 0.45 0.45 8+100.00 0.100 4.31 0.45 1.49 1.64 1.80 6+160.00 0.73 2.88 1.64 3.087 4+138 4+143 MCC 1.5 1 1.50 2.25 0.75 1.13 0.25 0.38 NO 0.38 0.38 8+100.00 0.100 4.06 0.38 1.16 1.03 1.13 6+160.00 0.73 2.63 1.03 1.688 4+252.6 4+257.6 MCA 2 1 1.80 3.60 0.90 1.8 0.25 0.45 3.0 NO 0.45 0.45 8+100.00 0.100 3.95 0.45 1.33 1.64 1.80 6+160.00 0.73 2.52 1.64 2.489 4+403.5 4+423.5 MCC 1.5 1 1.50 2.25 0.75 1.13 0.25 0.38 NO 0.38 0.38 8+100.00 0.100 3.79 0.38 1.06 1.03 1.13 6+160.00 0.73 2.36 1.03 1.4

10 5+038.8 5+048.8 MCC 1.5 1 1.50 2.25 0.75 1.13 0.25 0.38 NO 0.38 0.38 8+100.00 0.100 3.16 0.38 0.82 1.03 1.13 6+160.00 0.73 1.73 1.03 0.7511 5+570 5+602.7 MCA 2 1 1.80 3.60 0.90 1.8 0.25 0.45 12.0 NO 0.45 0.45 8+100.00 0.100 2.61 0.45 0.73 1.64 1.80 6+160.00 0.73 1.18 1.64 0.312 5+874 5+883.5 MCC 1.5 1 1.50 2.25 0.75 1.13 0.25 0.38 4.0 NO 0.38 0.38 8+100.00 0.100 2.32 0.38 0.50 1.03 1.13 6+160.00 0.73 0.89 0.92 013 6+766.4 6+790 MCA 2 1 1.80 3.60 0.90 1.8 0.25 0.45 9.0 NO 0.45 0.45 8+100.00 0.100 1.42 0.45 0.19 1.64 1.80 6+160.00 0.73 1.23 1.64 0.37

TOTALES ===> 37.35 18.71 5.36 32.00 5.36 5.36 5.36 19.62 17.05 18.71 16.94 39.90

NOTA Para la excavacion para encuadrar el emboquillado, se está considerando un área de 0.50mx0.50mxh(altura) del emboquillado, por cada lado.Para el relleno se está considerando un área de 0.50mx0.25mxh(altura) del emboquillado, por cada lado.

207.A PRESTAMO DE CANTERA 5.36 m3CARGUIO PARA PRESTAMO 5.36 m3CARGUIO PARA ELIMINACION 18.71 m3

601.E EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS 18.71 m3605.A RELLENO PARA ESTRUCTURAS 5.36 m3612.B MANPOSTERIA DE PIEDRA EMBOQUILLADA CON CONCRETO F'C=140 KG/CM2+30% P.G. 37.35 m3

906.A DEPOSITO DE DESECHOS 17.05 m3700.A TRANSPORTE DE MAT.GRANULAR HASTA 1 KM 5.36 m3xkm700.B TRANSPORTE DE MAT.GRANULAR DESPUES DE 1 KM 19.62 m3xkm700.C TRANSPORTE A ELIMINAR HASTA 1 KM 16.94 m3xkm700.D TRANSPORTE A ELIMINAR DESPUES DE 1 KM 39.90 m3xkm

805.C POSTE DELINEADOR EN MUROS 32.00 und

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METRADOS DE DEMOLICION DE ALCANTARILLA TIPO LOSA KM. 42+241

Transporte de mat.exced/botadero

Aguas arriba 202.B 906.A 700.C 700.D

N° Ancho Largo Esp. Vol. Vol. Carguio Deposit. Ubicación Dist.c.g.

DESCRIPCION Veces Lim. volq. desch. Prog. acc. Bot./c.g.km < 1km >1km

(m) (m) (m) (m3) (m3) (m3) (m3) km (km) (m3xkm) (m3xkm)

42+241

01 Demolición del tablero e=0.30 m 1 22.80 5.40 0.30 36.94 36.94 51.71 47.01 37+540 0.8 5.381 47.0 205.95

02 Demolición de muros en el tubo 2 22.80 0.50 2.50 57.00 57.00 79.80 72.55 37+540 0.8 5.381 72.6 317.84

03 Demolición de pantalla de contencion de las aguas 1 8.00 0.50 1.20 4.80 4.80 6.72 6.11 37+540 0.8 5.381 6.1 26.77

04 Demolición cimentación Prof. Asumida=0.80 m 2 10.00 1.00 0.80 16.00 16.00 22.40 20.36 37+540 0.8 5.381 20.4 89.2

TOTAL==> 114.74 160.6304 146.03 146.0 639.76

Nota: Se estima que el 50% del volumen se elimina y el 50% se utiliza para encauzar.

CARGUIO 160.6304 M3

PARTIDA 202.B DEMOLICION DE ESTRUCTURAS 114.74 M3


PARTIDA 700.C TRANSPORTE DE MAT.EXC.HASTA 1 KM 146.03 M3KM

PARTIDA 700.D TRANSP.MAT.EXC.DESPUES 1 KM 639.76 M3KM

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METRADOS DE LIMPIEZA DE CAUCE EN ALCANTARILLAS TIPO LOSA


Aguas arriba Aguas abajo 602.B 02.02.02 02.02.03

Ubicación** Sección Long. Perimetro Ancho Largo Esp. Vol. Ancho Largo Esp. Vol. Lim. Carguio Pintado Deposit. Ubicación Dist.c.g.

DESCRIPCION BxH Parapeto Cauce volq. parapetos desch. Prog. acc. Bot./c.g.km < 1km >1km

(m) (m) (m) (m) (m) (m3) (m) (m) (m) (m3) (m3) (m3) (m2) (m3) km (km) (m3xkm) (m3xkm)

Alc. Tipo Losa

01 31+930.0 3.86mx2.80m 5.88 0.60 7.00 20.00 0.10 14.00 7.00 20.00 0.10 14.00 28.00 28 7.05 12.73 34+033.65 0.04 2.02365 28 28.66

TOTAL==>

Nota: Se estima que el 50% del volumen se elimina y el 50% se utiliza para encauzar.

CARGUIO 0 M3

602.B LIMPIEZA DE CAUCES 0.00 M3

0 DEPOSITO DE DESECHOS 0 M3

02.02.02 TRANSPORTE DE MAT.EXC.HASTA 1 KM 0 M3KM

02.02.03 TRANSP.MAT.EXC.DESPUES 1 KM 0 M3KM

0 PINTADO DE PARAPETOS DE MUROS Y ALCANTARILLAS 0 M2





METRADOS DE REPARACION DE BADENES

MATERIAL A TRANSPORTAR PARA RELLENOS MATERIAL A ELIMINAR A BOTADEROS

612.B 601.E 605.A 207.A Dist.c.g. 700.A 700.B 906.A Botadero Dist.bot/ 700.C 700.D

Manposteria de piedra emboquilladExc.n/clasif Rellen.para estructuras Prest.Cant. Carguio Ubicación Bot./c.g. Dep. Carguio

Ubicación Ampliacion Calzadura f'c=175 kg/cm2+30%PG Area Vol Area Vol Prog. acc. estruc. < 1km >1km desch. Prog. Acc. c.g.exc. 1< km > 1km

DESCRIPCION Long Largo Alt. Long Ancho Alt. (m2) Areax(1) (m2) Areax(1) Se compensa (m3) (m3) (km) (km) (km) (m3xkm) (m3xkm)

(m3) (m3) (m3) (m3) (m3) (km) (km) (m3xkm) (m3xkm)

BADEN 3+681.85 9 3 0.30 8.10 27.00 5.40 0.25 0.05 NO 0.05 0.05 8+100.00 0.100 4.52 0.05 0.18 4.91 5.40 6+160.00 0.73 3.09 4.91 10.25

BADEN 4+950 6.5 3 0.30 5.85 19.50 3.90 0.25 0.05 NO 0.05 0.05 8+100.00 0.100 3.25 0.05 0.11 3.55 3.90 6+160.00 0.73 1.82 3.55 2.91

TOTAL==> 13.95 9.30 0.10 0.10 0.10 0.10 0.29 8.46 9.30 8.46 13.16

612.B MANPOSTERIA DE PIEDRA EMBOQUILLADA CON CONCRETO f´c=175 kg/cm2+30% P 13.95 M3

601.E EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS 9.30 M3

605.A RELLENO PARA ESTRUCTURAS 0.10 M3

207.A PRESTAMO DE CANTERA 0.10 M3

906.A DEPOSITO DE DESECHOS 8.46 M3

700.A TRANSPORTE DE MATERIAL DE PRESTAMO HASTA 1 KM 0.10 M3KM

700.B TRANSPORTE DE MATERIAL DE PRESTAMO DESPUES DE 1 KM 0.29 M3KM

700.C TRANSPORTE DE MATERIAL EXCEDENTE HASTA 1 KM 8.46 M3KM

700.D TRANSPORTE DE MATERIAL EXCEDENTE DESPUES DE 1 KM 13.16 M3KM





METRADOS DE MANTENIMIENTO DE BADENES


602.B 906.A 700.C 700.D

Ubicación Limpieza de cauces Carguio Deposit. Ubicación Dist.c.g.

DESCRIPCION Long Ancho Alt. volq. desch. Prog. acc. Bot./c.g.km < 1km >1km

(m3) (m3) (m3) km (km) (m3xkm) (m3xkm)

BADEN 3+681.85 9 6 0.20 10.80 0.00 6+160 0.73 3.08815 0.00 0.00

BADEN 4+950 6.5 6 0.30 11.70 0.00 6+160 0.73 1.82 0.00 0.00

BADEN 7+940 10 6 0.50 30.00 0.00 6+160 0.73 2.39 0.00 0.00

TOTAL==> 52.50 0.00 0.00 0.00

NOTA: El material limpiado puede acopiarse en los márgenes

602.B LIMPIEZA DE CAUCE 52.50 M3

906.A DEPOSITO DE MATERIAL EXCEDENTE 0.00 M3

700.C TRANSPORTE DE MATERIAL EXCEDENTE HASTA 1 KM 0.00 M3KM

700.D TRANSPORTE DE MATERIAL EXCEDENTE DESPUES 1 KM 0.00 M3KM

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METRADOS DE OBRAS RELACIONADAS CON LA CONSTRUCCION DE MARCOS DE CONCRETO ARMADO DE 4.00 x2.50 m

Partida 202.B Demolicion de estructuras 9.63 (m3)Partida 202.K Remoción de alcantarilla 19.20 (m)Partida 207.A Prestamo de Cantera 58.22 (m3) 0

Carguio de material para rellenos 58.22Partida 906.A Deposito de desechos 774.59 (m3)Partida 700.A Transporte de material hasta 1 km 58.22 (m3xkm)Partida 700.B Transporte de material despues de 1 km 35.74 (m3xkm)Partida 700.C Transporte de material (a eliminar) hasta 1 km 363.34 (m3xkm)Partida 700.D Transporte de material (a eliminar) despues de 1 km 50.08 (m3xkm)Partida 601.E Excavacion no clasificada para estructuras 852.05 (m3)Partida 605.A Relleno para estructuras 58.22 (m3)

CABEZAL ENTRADA CANAL ENTRADA CABEZAL SALIDA CANAL SALIDA CONDUCTO601.E Excavacion no clasificada para estructuras 605.A Relleno 601.E Excavacion p/estruc 601.E Excavacion no clasificada para estructuras 605.A Relleno p601.E Excavacion p/estruc601.E Exc.p/estruc. 605.A Relleno p/estruc.

Progresiva Obra Prevista Dimensiones Longitud 202.B 202.K Cimen/alas losa/cabez.Viga/cimen. 601.E 605.A Cimen/alas losa/cabez.Viga/cimen. 601.E 605.A 601.E 605.A

Demolicion hp 14.36xhc 26.11xhc 3.76 Vol. hp Vol. hp L Vol. hc 14.36xhc 26.11xhc 3.76 Vol. hp Vol. hp L Vol. hc Vol. hr Vol.

(1) (2) (3) (1)+(2)+(3) (4) (5) (6) (4)+(5)+(6)

(m3) (m) (m3) (m3) (m3) (m3) (m3) (m3) (m3) (m3) (m3) (m3)

6+740.00 REEMP MCA 4 x 2.5 m 17.47 0.000 9.60 2.5 35.90 65.28 3.76 104.94 1.5 8.49 0.5 5 37.5 1.5 21.54 39.165 3.76 64.465 0.5 2.83 0.5 30 225 1.5 144.13 1.2 20.9647+915.70 REEMP MCA 4 x 2.5 m 13.86 9.63 9.60 1.5 21.54 39.17 3.76 64.47 1.2 6.79 0.5 6 45 1.2 17.23 31.332 3.76 52.324 0.2 1.13 0.2 30 90 1.4 106.72 1.3 18.018

Transporte de mat.para rellenos Transporte de mat.exced/botadero

Progresiva 202.B 202.K 601.E 605.A 207.A 700.A 700.B 906.A 700.C 700.D

del inicio Demolicion Prest. Carguio Ubicación Dist.c.g. Carguio Deposito Ubicación Dist.c.g.

Cantera volq. Prog. acc. cant./c.g.km < 1km >1km volq. desechos Prog. acc. Bot./c.g.km < 1km >1km

(m3) (m) (m3) (m3) (m3) (m3) km (km) (m3xkm) (m3xkm) (m3) (m3) km (km) (m3xkm) (m3xkm)

6740 6740 REEMP 0.000 9.60 538.54 32.28 NO 32.284 32.284 6020 0.37 1.09 32.284 2.91 538.54 489.6 6820 0.2 0.16 78.33 07915.7 7915.7 REEMP 9.630 9.60 313.51 25.94 NO 25.938 25.938 6020 0.37 2.2657 25.938 32.83 313.51 285.0 6820 0.2 1.1757 285.01 50.08

Total==> 9.63 19.20 852.05 58.22 58.222 58.222 58.222 35.74 852 774.59 363.34 50.08

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METRADOS DE OBRAS RELACIONADAS CON LA CONSTRUCCION DE MARCOS DE CONCRETO ARMADO DE 4.00 X 2.50 m

Partida 610.G Concreto simple f'c=100 kg/cm2 12.45 (m3)

Partida 610.D Concreto simple f'c=210 kg/cm2 218.25 (m3)


Partida 615.A Acero de Refuerzo 12793.97 (kg)

Cabezal de entrada Cabezal de salida ConductoProgresiva Obra Prevista Dimensiones Longitud Concreto simple Encofrado/ Acero Concreto simple Encofrado/ Acero Concreto simple Encofrado/ Acero

del inicio f'c=210 kg/cm2 f'c=100 kg/cm2 desencofradof'y=4200 kg/cm2f'c=210 kg/cm2 f'c=140 kg/cm2 desencofrado f'y=4200 kg/cm2 f'c=210 kg/cm2 f'c=100 kg/cm2 desencofrado f'y=4200 kg/cm2

(L) 4.69xL 0.235xL 26.68xL 334.67xL

610.D 610.G 611.A 615.A 610.D 610.F 611.A 615.A 610.D 610.G 611.A 615.A

(m) (m3) (m3) (m2) (kg) (m3) (m3) (m2) (kg) (m3) (m3) (m2) (kg)

6740 REEMP MCA r 4 x 2.5 m 17.47 17.83 1.27 69.02 577.19 17.83 1.27 69.02 577.19 81.93 4.11 466.1 5846.68

7915.7 REEMP MCA r 4 x 2.5 m 13.86 17.83 1.27 69.02 577.19 17.83 1.27 69.02 577.19 65 3.26 369.78 4638.53

Total==> 35.66 2.54 138.04 1154.38 35.66 2.54 138.04 1154.38 146.93 7.37 835.88 10485.21

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Partida 202.B Demolicion de estructuras 0.00 (m3)Partida 202.K Remoción de alcantarilla 15.10 (m)Partida 207.A Prestamo de Cantera 121.517 (m3)

Carguio de material para rellenos 121.517Partida 906.A Deposito de desechos 934.38 (m3)Partida 700.A Transporte de material hasta 1 km 116.715 (m3xkm)Partida 700.B Transporte de material despues de 1 km 361.3 (m3xkm)Partida 700.C Transporte de material (a eliminar) hasta 1 km 934.38 (m3xkm)Partida 700.D Transporte de material (a eliminar) despues de 1 km 1322.15 (m3xkm)Partida 601.E Excavacion no clasificada para estructuras 1027.83 (m3)Partida 605.A Relleno para estructuras 121.52 (m3)

CABEZAL ENTRADA CANAL ENTRADA CABEZAL SALIDA CANAL SALIDA CONDUCTO

601.E Excavacion no clasificada para estructuras 605.A Relleno p/es601.E Excavacion p/estructura 601.E Excavacion no clasificada para estructuras 605.A Relleno601.E Excavacion p/estructu 601.E Exc.p/estruc.

Progresiva Obra Prevista Dimensiones Longitud 202.B 202.K Cimen/alas losa/cabez.Viga/cimen. 601.E 605.A Cimen/alas losa/cabez.Viga/cimen. 601.E 605.A 601.E

Demolicion hp 10.76xhc 15.17xhc 3.36 Vol. hp Vol. hp L Vol. hc 10.76xhc 15.17xhc 3.36 Vol. hp Vol. hp L Vol. hc Vol.

(1) (2) (3) (1)+(2)+(3) (4) (5) (6) (4)+(5)+(6)

(m3) (m) (m3) (m3) (m3) (m3) (m3) (m3) (m3) (m3) (m3)

2+590.00 Nueva MCA 2 x 1.50 m 14.47 3.00 32.28 45.51 3.36 81.15 2.5 5.66 0.5 10 37.50 2.4 25.82 36.408 3.36 65.592 0.5 1.41 0.5 15 56.25 1.7 86.110+600.00 Nueva MCA 2 x 1.50 m 12.52 2.50 26.90 37.93 3.36 68.19 2.2 5.66 0.4 8 24.00 2 21.52 30.340 3.36 55.22 1.2 3.39 0.2 5 7.5 1.5 65.7326+570.50 Reemp. MCA 2 x 1.50 m 13.49 0 8.2 2.80 30.13 42.48 3.36 75.97 2.4 5.66 1.5 7 78.75 1.8 19.37 27.306 3.36 50.034 1.2 3.39 0.3 10 22.5 1.4 66.134+069.50 Nueva MCA 2 x 1.50 m 16.51 0 6.9 2.70 29.05 40.96 3.36 73.37 1.9 5.37 1.2 5 45.00 1.7 18.29 25.789 3.36 47.441 1.5 4.24 0.8 20 120 1.5 86.68





(m3) (m) (m3) (m3) (m3) (m3) km (km) (m3xkm) (m3xkm) (m3) (m3) km (km) (m3xkm) (m3xkm)

2+590.00 2590 Nueva 0 0 289.09 28.78 NO 28.775 28.775 6020 0.37 3.8 28.775 80.57 289.092 262.8 3840 0.9 2.03 262.81 270.6910+600.00 10600 Nueva 0 0 196.64 29.08 NO 29.082 29.082 10180 0.415 0.835 24.28 0 196.64 178.8 9100 0.4 1.78 178.76 139.4326+570.50 26570.5 Reemp. 0 8.2 214.60 29.29 NO 29.285 29.285 25660 0.45 1.3605 29.285 10.56 214.604 195.1 24360 0.15 2.2405 195.09 242.0134+069.50 34069.5 Nueva 0 6.9 327.49 34.38 NO 34.375 34.375 25660 0.45 8.8595 34.375 270.17 327.491 297.7 37240 0.2 3.2505 297.72 670.02

Total==> 0.00 15.10 1027.83 121.52 121.517 121.517 116.715 361.3 1027.827 934.38 934.38 1322.15

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Cabezal de entrada Cabezal de salida Conducto

Progresiva Obra Prevista Dimensiones Longitud Concreto simple Encofrado/ Acero Concreto simple Encofrado/ Acero Concreto simple Encofrado/ Acero

del inicio f'c=210 f'c=100 desencofrado f'y=4200 f'c=210 f'c=140 desencofrado f'y=4200 f'c=210 kg/cm2 f'c=100 desencofrado f'y=4200 kg/cm2

(L) kg/cm2 kg/cm2 kg/cm2 kg/cm2 kg/cm2 kg/cm2 2.0xL 0.125xL 15.95xL 135.46xL

610.D 610.G 611.A 615.A 610.D 610.F 611.A 615.A 610.D 610.G 611.A 615.A


61480 NUEVA MCA 2 x 1.5 m 12.93 5.93 0.65 32.95 410.09 5.93 0.65 32.95 410.09 25.86 1.62 206.23 1751.5

61640 NUEVA MCA 2 x 1.5 m 10.43 5.93 0.65 32.95 410.09 5.93 0.65 32.95 410.09 20.86 1.3 166.36 1412.85

65718 REEMP MCA TAJEA 2 x 1.5 m 10.33 5.93 0.65 32.95 410.09 5.93 0.65 32.95 410.09 20.66 1.29 164.76 1399.3

68660 NUEVA MCA 2 x 1.5 m 13.05 5.93 0.65 32.95 410.09 5.93 0.65 32.95 410.09 26.1 1.63 208.15 1767.75

79650 NUEVA (muro cabezal) MCA 2 x 1.5 m 9.84 5.93 0.65 32.95 410.09 5.93 0.65 32.95 410.09 19.68 1.23 156.95 1332.93

93900 NUEVA MCA 2 x 1.5 m 12.25 5.93 0.65 32.95 410.09 5.93 0.65 32.95 410.09 24.5 1.53 195.39 1659.39

Total==> 35.58 3.90 197.70 2460.54 35.58 3.90 197.70 2460.54 137.66 8.60 1097.84 9323.72

r

c

r

r

r

r







Partida 202.B Demolicion de estructuras 41.3 (m3)

Partida 202.K Remoción de alcantarilla 103.9 (m)

Partida 207.A Prestamo de Cantera 653.376 (m3) 0

Carguio de material para rellenos 653.376 0

Partida 906.A Deposito de desechos 8387.25 (m3) 8487.76

Partida 700.A Transporte de material hasta 1 km 596.261 (m3xkm) 0

Partida 700.B Transporte de material despues de 1 km 2281.03 (m3xkm) 0

Partida 700.C Transporte de material (a eliminar) hasta 1 km 6422.43 (m3xkm) 6049

Partida 700.D Transporte de material (a eliminar) despues de 1 km 10917.69 (m3xkm) 44969.9

Partida 601.E Excavacion no clasificada para estructuras 9225.996 (m3) 10131.2

Partida 605.A Relleno para estructuras 653.376 (m3) 794.63


Progresiva 202.B 202.K 601.E 605.A 207.A 700.A 700.B 906.A

del inicio Prest. Carguio Ubicación Dist.c.g. Carguio Deposito Ubicación

Cantera volq. Prog. acc. cant./c.g.km < 1km >1km volq. desechos Prog. acc.

(m3) (m) (m3) (m3) (m3) (m3) km (km) (m3xkm) (m3xkm) (m3) (m3) km

1+583.2 1+583.2 Reemp. 9.25 7.40 169.438 32.51 NO 32.51 32.51 0 3 4.5832 32.51 116 169.438 154.0 3+840 0.9

2+660 2+660 Nueva 0.00 0.00 305.672 18.905 NO 18.905 18.905 6+020 0.37 3.73 18.905 51.61 305.672 277.9 3+840 0.9

3+583 3+583 Reemp. 11.00 8.80 319.006 12.948 NO 12.948 12.948 6+020 0.37 2.807 12.948 23.4 319.006 290.0 3+840 0.9

5+336 5+336 Reemp. 0.00 7.60 312.6 15.942 NO 15.942 15.942 6+020 0.37 1.054 15.942 0.86 312.6 284.2 6+820 0.2

9+713.8 9+713.8 Reemp. 0.00 7.90 313.214 18.838 NO 18.838 18.838 9+750 0.58 0.6162 11.61 0 313.214 284.7 9+100 0.4

12+910 12+910 Nueva 0.00 0.00 316.552 17.925 NO 17.925 17.925 10+180 0.415 3.145 17.925 38.45 316.552 287.8 12+700 0.15

19+580 19+580 Reemp. 7.06 8.50 297.596 16.81 NO 16.81 16.81 23+520 0.5 4.44 16.81 57.83 297.596 270.5 19+860 0.15

19+827.8 19+827.8 Reemp. 0.00 8.70 310.398 22.264 NO 22.264 22.264 23+520 0.5 4.1922 22.264 71.07 310.398 282.2 19+860 0.15

23+215 23+215 Reemp. 3.53 8.20 310.814 20.233 NO 20.233 20.233 23+520 0.5 0.805 16.29 0 310.814 282.6 23+900 0.12

23+460 23+460 Nueva 0.00 0.00 313.996 27.576 NO 27.576 27.576 23+520 0.5 0.56 15.44 0 313.996 285.5 23+900 0.12

23+572 23+572 Reemp. 0.00 7.60 319.144 29.44 NO 29.44 29.44 23+520 0.5 0.552 16.25 0 319.144 290.1 23+900 0.12

23+860 23+860 Nueva 0.00 0.00 302.488 18.469 NO 18.469 18.469 23+520 0.5 0.84 15.51 0 302.488 275.0 23+900 0.12

24+211.6 24+211.6 Reemp. 0.00 7.80 314.602 21.134 NO 21.134 21.134 23+520 0.5 1.1916 21.134 4.05 314.602 286.0 24+360 0.15

24+630 24+630 Nueva 0.00 0.00 288.668 21.386 NO 21.386 21.386 25+660 0.45 1.48 21.386 10.27 288.668 262.4 24+360 0.15

24+851.5 24+851.5 Reemp. 0.00 7.50 305.734 29.956 NO 29.956 29.956 25+660 0.45 1.2585 29.956 7.74 305.734 277.9 24+360 0.15

25+312.5 25+312.5 Reemp. 0.00 8.20 319.406 28.112 NO 28.112 28.112 25+660 0.45 0.7975 22.42 0 319.406 290.4 24+360 0.15

25+830 25+830 Nueva 0.00 0.00 315.44 31.487 NO 31.487 31.487 25+660 0.45 0.62 19.52 0 315.44 286.8 24+360 0.15

33+132.8 33+132.8 Reemp. 10.46 8.30 306.77 19.776 NO 19.776 19.776 25+660 0.45 7.9228 19.776 137 306.77 278.9 29+420 0.15

38+240 38+240 Nueva 0.00 0.00 326.298 22.94 NO 22.94 22.94 43+280 5.5 10.54 22.94 219 326.298 296.6 37+540 0.8

38+755 38+755 Nueva 0.00 0.00 308.912 18.432 NO 18.432 18.432 43+280 5.5 10.025 18.432 166 308.912 280.8 37+540 0.8

39+011.8 39+011.8 Reemp. 0.00 7.40 331.016 17.664 NO 17.664 17.664 43+280 5.5 9.7682 17.664 155 331.016 300.9 37+540 0.8

39+245 39+245 Nueva 0.00 0.00 342.13 16.921 NO 16.921 16.921 43+280 5.5 9.535 16.921 144 342.13 311.0 37+540 0.8

40+180 40+180 Nueva 0.00 0.00 309.174 18.646 NO 18.646 18.646 43+280 5.5 8.6 18.646 142 309.174 281.1 37+540 0.8

40+600 40+600 Nueva 0.00 0.00 303.082 18.442 NO 18.442 18.442 43+280 5.5 8.18 18.442 132 303.082 275.5 37+540 0.8

40+860 40+860 Nueva 0.00 0.00 306.386 17.38 NO 17.38 17.38 43+280 5.5 7.92 17.38 120 306.386 278.5 37+540 0.8

41+120 41+120 Nueva 0.00 0.00 309.848 20.392 NO 20.392 20.392 43+280 5.5 7.66 20.392 136 309.848 281.7 37+540 0.8

41+440 41+440 Nueva 0.00 0.00 328.374 21.598 NO 21.598 21.598 43+280 5.5 7.34 21.598 137 328.374 298.5 37+540 0.8

41+900 41+900 Nueva 0.00 0.00 299.336 27.846 NO 27.846 27.846 43+280 5.5 6.88 27.846 164 299.336 272.1 37+540 0.8

42+675 42+675 Nueva 0.00 0.00 312.674 29.692 NO 29.692 29.692 43+280 5.5 6.105 29.692 152 312.674 284.3 37+540 0.8

42+940 42+940 Nueva 0.00 0.00 307.228 19.712 NO 19.712 19.712 43+280 5.5 5.84 19.712 95.41 307.228 279.3 37+540 0.8

Total==> 41.3 103.9 9225.996 653.38 653.38 653.376 596.261 2281 9225.996 8387.3

Se

compensa

mat.

Demolici

on

Remocion

de alcan




700.C 700.D

Dist.c.g.

Bot./c.g.km < 1km >1km

(km) (m3xkm) (m3xkm)

3.0368 154.03 313.73

1.96 277.88 266.76

1.037 290.01 10.73

1.564 284.18 160.28

0.8938 254.5 0

0.24 69.06 0

0.31 83.87 0

0.0622 17.55 0

0.685 193.55 0

0.44 125.6 0

0.328 95.16 0

0.04 11 0

0.1784 51.02 0

0.3 78.73 0

0.5215 144.95 0

0.9825 285.29 0

1.5 286.76 143.38

3.7428 278.88 764.91

1.38 296.63 112.72

1.895 280.83 251.34

2.1518 300.92 346.6

2.385 311.03 430.78

3.32 281.07 652.08

3.74 275.53 754.95

4 278.53 835.59

4.26 281.68 918.28

4.58 298.52 1068.7

5.04 272.12 1099.36

5.815 284.25 1368.66

6.08 279.3 1418.84

6422.43 10917.69

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del inicio f'c=210 kg/cm2f'c=100 kg/cm2desencofrado f'y=4200 kg/cm2 f'c=210 kg/cm2 f'c=140 kg/cm2 desencofrado f'y=4200 kg/cm2 f'c=210 kg/cm2 f'c=100 kg/cm2 desencofrado f'y=4200 kg/cm2

(L) 1.60xL 0.10xL 12.75xL 96.21xL

610.D 610.G 611.A 615.A 610.D 610.F 611.A 615.A 610.D 610.G 611.A 615.A


1+583.20 Reemp. MCA r 1.5 x 1.2 m 18.56 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 29.7 1.86 236.64 1785.662+660.00 Nueva MCA r 1.5 x 1.2 m 12.95 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 20.72 1.3 165.11 1245.923+583.00 Reemp. MCA r 1.5 x 1.2 m 11.32 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 18.11 1.13 144.33 1089.15+336.00 Reemp. MCA r 1.5 x 1.2 m 11.02 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 17.63 1.1 140.51 1060.239+713.80 Reemp. MCA r 1.5 x 1.2 m 12.34 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 19.74 1.23 157.34 1187.23

12+910.00 Nueva MCA c 1.5 x 1.2 m 12.05 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 19.28 1.21 153.64 1159.3319+580.00 Reemp. MCA r 1.5 x 1.2 m 11.93 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 19.09 1.19 152.11 1147.7919+827.80 Reemp. MCA r 1.5 x 1.2 m 15.02 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 24.03 1.5 191.51 1445.0723+215.00 Reemp. MCA r 1.5 x 1.2 m 11.81 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 18.9 1.18 150.58 1136.2423+460.00 Nueva MCA r 1.5 x 1.2 m 12.37 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 19.79 1.24 157.72 1190.1223+572.00 Reemp. MCA r 1.5 x 1.2 m 12.40 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 19.84 1.24 158.1 119323+860.00 Nueva MCA r 1.5 x 1.2 m 11.39 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 18.22 1.14 145.22 1095.8324+211.60 Reemp. MCA r 1.5 x 1.2 m 14.07 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 22.51 1.41 179.39 1353.6724+630.00 Nueva MCA r 1.5 x 1.2 m 11.79 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 18.86 1.18 150.32 1134.3224+851.50 Reemp. MCA r 1.5 x 1.2 m 14.17 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 22.67 1.42 180.67 1363.325+312.50 Reemp. MCA r 1.5 x 1.2 m 12.79 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 20.46 1.28 163.07 1230.5325+830.00 Nueva MCA r 1.5 x 1.2 m 12.47 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 19.95 1.25 158.99 1199.7433+132.80 Reemp. MCA r 1.5 x 1.2 m 10.34 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 16.54 1.03 131.84 994.8138+240.00 Nueva MCA r 1.5 x 1.2 m 12.18 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 19.49 1.22 155.3 1171.8438+755.00 Nueva MCA r 1.5 x 1.2 m 12.52 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 20.03 1.25 159.63 1204.5539+011.80 Reemp. MCA r 1.5 x 1.2 m 16.56 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 26.5 1.66 211.14 1593.2439+245.00 Nueva MCA r 1.5 x 1.2 m 11.91 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 19.06 1.19 151.85 1145.8640+180.00 Nueva MCA r 1.5 x 1.2 m 12.18 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 19.49 1.22 155.3 1171.8440+600.00 Nueva MCA r 1.5 x 1.2 m 12.52 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 20.03 1.25 159.63 1204.5540+860.00 Nueva MCA r 1.5 x 1.2 m 12.50 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 20 1.25 159.38 1202.6341+120.00 Nueva MCA r 1.5 x 1.2 m 13.46 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 21.54 1.35 171.62 1294.9941+440.00 Nueva MCA r 1.5 x 1.2 m 12.86 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 20.58 1.29 163.97 1237.2641+900.00 Nueva MCA r 1.5 x 1.2 m 12.52 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 20.03 1.25 159.63 1204.5542+675.00 Nueva MCA r 1.5 x 1.2 m 12.52 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 20.03 1.25 159.63 1204.5542+940.00 Nueva MCA r 1.5 x 1.2 m 12.52 5.13 0.63 24.09 354.58 5.13 0.63 24.09 354.58 20.03 1.25 159.63 1204.55

Total==> 153.9 18.9 722.7 10637.4 153.9 18.9 722.7 10637.4 612.85 38.32 4883.8 36852.3

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del inicio f'c=210 kg/cm2f'c=100 kg/cm2desencofrado f'y=4200 kg/cm2 f'c=210 kg/cm2 f'c=140 kg/cm2 desencofrado f'y=4200 kg/cm2 f'c=210 kg/cm2 f'c=100 kg/cm2 desencofrado f'y=4200 kg/cm2

(L) 1.25xL 0.0075xL 9.95xL 75.82xL

610.D 610.G 611.A 615.A 610.D 610.F 611.A 615.A 610.D 610.G 611.A 615.A


+335 Reemp. MCA r 1.0 x 1.0 m 11.5 4.63 0.51 17.58 326.87 4.63 0.51 17.58 326.87 14.38 0.09 114.43 871.93

+350 Nueva MCA r 1.0 x 1.0 m 11.3 4.63 0.51 17.58 326.87 4.63 0.51 17.58 326.87 14.13 0.08 112.44 856.77

+445 Nueva MCA r 1.0 x 1.0 m 11.3 4.63 0.51 17.58 326.87 4.63 0.51 17.58 326.87 14.13 0.08 112.44 856.77

Total==> 13.89 1.53 52.74 980.61 13.89 1.53 52.74 980.61 42.64 0.25 339.31 2585.47

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Partida 202.B Demolicion de estructuras 10.63 (m3)

Partida 202.K Remoción de alcantarilla 8.5 (m)

Partida 207.A Prestamo de Cantera 57.65 (m3)

Carguio a camión volquete 640.056 (m3)

-Carguio de material a eliminar 582.406

Carguio de material para rellenos 57.65


Partida 700.A Transporte de material hasta 1 km 57.65 (m3xkm)

Partida 700.B Transporte de material despues de 1 km 136.18 (m3xkm)

Partida 700.C Transporte de material (a eliminar) hasta 1 km 529.46 (m3xkm)

Partida 700.D Transporte de material (a eliminar) despues de 1 km 1711.82 (m3xkm)

Partida 601.E Excavacion no clasificada para estructuras 582.406 (m3)


CABEZAL ENTRADA CANAL ENTRADA CABEZAL SALIDA CANAL SALIDA CONDUCTO601.E Excavacion no clasificada para estructura605.A Relleno p/e601.E Excavacion p/estructu 601.E Excavacion no clasificada para estructuras 605.A Relleno 601.E Excavacion p/estruct 601.E Exc.p/estruc.605.A Relleno p/estruc.

Progresiva Obra Prevista Dimensiones Longitud 202.B 202.K Cimen/alas losa/cabez.Viga/cimen.601.E 605.A Cimen/alas losa/cabez.Viga/cimen.601.E 605.A 601.E 605.A

Demolicion hp 8.20xhc 8.64xhc 3.34 Vol. hp Vol. hp L Vol. hc 8.2xhc 8.64xhc 3.34 Vol. hp Vol. hp L Vol. hc Vol. hr Vol.

(1) (2) (3) (1)+(2)+(3) (4) (5) (6) (4)+(5)+(6)

(m3) (m) (m3) (m3) (m3) (m3) (m3) (m3) (m3) (m3) (m3) (m3)

+335 Reemp. MCA 1 x 1 m 11.5 10.63 8.5 1 8.20 8.64 3.34 20.18 1 1.41 1 5 18.75 1.2 9.84 10.368 3.34 23.548 1.2 1.41 1.5 5 28.13 1.5 43.13 1.5 25.875

+350 Nueva MCA 1 x 1 m 11.3 1.2 9.84 10.37 3.34 23.55 1.1 1.41 1 6 22.5 1.3 10.66 11.232 3.34 25.232 1.1 1.41 1.2 30 135 1.4 39.55 1.1 14.125

+445 Nueva MCA 1 x 1 m 11.3 2.5 20.50 21.60 3.34 45.44 0.8 1.13 1 7 26.25 1.4 11.48 12.096 3.34 26.916 0.5 0.71 1.2 30 135 1.3 36.73 0.9 10.17





(m) (m3) (m3) (m3) (m3) km (km) (m3xkm) (m3xkm) (m3) (m3) km (km) (m3xkm) (m3xkm)

+335 +335 Reemp. 10.63 8.5 114.988 28.695 NO 28.695 28.695 0 3 3.335 28.695 67 114.988 104.5 3+840 0.9 4.285 104.53 343.38

+350 +350 Nueva 0 0 223.332 16.945 NO 16.945 16.945 0 3 3.35 16.945 39.82 223.332 203.0 3+840 0.9 4.27 203.03 663.91

+445 +445 Nueva 0 0 244.086 12.01 NO 12.01 12.01 0 3 3.445 12.01 29.36 244.086 221.9 3+840 0.9 4.175 221.9 704.53

Total==> 10.63 8.5 582.406 57.65 57.65 57.65 57.65 136.18 582.406 529.46 529.46 1711.82

Remocion

de alcan

Se

compensa

mat.

Remocion de alcan

METRADO DE EXCAVACIONES EN CABEZALES DE ALCANTARILLAS TIPO MARCO DE CONCRETO ARMADO DE 1.20x1.20, 2.0x1.5, 3.00x1.50

#CELDAS 1 #CELDAS 1 #CELDAS 1 #CELDAS 1A 1.2 A 2 A 3 A 3H 1.2 H 1.5 H 1.5 H 1.5T 0.2 T 0.25 T 0.25 T 0.25e 0.175 e 0.2 e 0.25 e 0.25t 0.175 t 0.2 t 0.25 t 0.25Valores de calculo Valores de calculo Valores de calculo Valores de calculoa= 1.2 a= 2 a= 3 a= 3a'= 1.2 a'= 2 a'= 3 a'= 3d= 0.45 d= 0.75 d= 1.13 d= 1.13L= 2.69 L= 3.61 L= 4.92 L= 4.92h1= 0 h1= 2.05 h1= 2.05 h1= 2.05h2= 0 h2= 0.75 h2= 0.75 h2= 0.75Las variables corresponden a lo indicado en los Planos de Drenaje.Excavacion no clasificada para estructuras

Area losa de cabezal==> 8.64 m2 Area losa de cabezal==> 15.17 m2 Area losa de cabezal==> 26.11 m2 Area losa de cabezal==> 26.11 m2Area cimiento de alas==> 8.2 m2 Area cimiento de alas==> 10.76 m2 Area cimiento de alas==> 14.36 m2 Area cimiento de alas==> 14.36 m2Vol. Viga de cimentacion==> 3.34 m3 Vol. Viga de cimentacion==> 3.36 m3 Vol. Viga de cimentacion==> 3.76 m3 Vol. Viga de cimentacion==> 3.76 m3Para calcular los volumenes, multipliquese por las alturas promedios de corte a las areas indicadas.

obras de arte t2-rev03.xlsx

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