cronograma-valorizado-aymas

Item Descripción

1 01 OBRAS PROVICIONALES

2 01.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60 X 2.40 m INCL. INSTALACION

3 01.02 ALQUILER DE OFICINA Y ALMACEN

4 01.03 MOVILIZACION Y DESMOVILIZACION DE EQUIPO

5 02 SEGURIDAD Y SALUD

6 02.01 SEÑALIZACION EN OBRA DURANTE LA EJECUCION

7 02.02 EQUIPOS DE PROTECCION INDIVIDUAL

8 03 PISTAS DE CONCRETO

9 03.01 TRABAJOS PRELIMINARES

10 03.01.01 LIMPIEZA DE TERRENO MANUAL

11 03.01.02 TRAZO Y REPLANTEO PRELIMINAR

12 03.02 MOVIMIENTO DE TIERRAS

13 03.02.01 CORTE MASIVO DE TERRENO A MÁQUINA H PROM.=0.30 M A NIVEL DE LA SUB RASANTE

14 03.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km.

15 03.03 MEJORAMIENTO DE LA SUB-RASANTE

16 03.03.01 PERFILADO, RIEGO Y COMPACTADO DE SUB-RASANTE

17 03.04 BASE E=0.20m

18 03.04.01 RELLENO CON MATERIAL BASE (PRESTAMO)

19 03.04.02 EXTENDIDO, RIEGO Y COMPACTADO DE BASE

20 03.05 PISTAS DE CONCRETO E=.20m

21 03.05.01 LOSA PAVIMENTO - ENCONFRADO Y DESENCOFRADO

22 03.05.02 LOSA PAVIMENTO - CONCRETO f'c=210 kg/cm2

23 03.05.03 LOSA PAVIMENTO - ACERO DE REFUERZO fy=4200 kg/cm2.

24 03.05.04 JUNTAS DE DILATACION

25 04 VEREDAS DE CONCRETO

26 04.01 TRABAJOS PRELIMINARES

27 04.01.01 LIMPIEZA DE TERRENO MANUAL

28 04.01.02 TRAZO Y REPLANTEO PRELIMINAR

29 04.01.03 DEMOLICION DE VEREDA ANTIGUA

30 04.02 MOVIMIENTO DE TIERRAS

31 04.02.01 RELLENO CON MATERIAL DE PRESTAMO PARA VEREDAS

32 04.02.02 EXTENDIDO, RIEGO Y COMPACTADO PARA VEREDAS

33 04.02.03 ELIMINACION DE MATERIAL EXCEDENTE d=15km.

34 04.03 OBRAS DE CONCRETO SIMPLE

35 04.03.01 VEREDAS - ENCONFRADO Y DESENCOFRADO

36 04.03.02 VEREDAS - CONCRETO f'c=175 kg/cm2

37 04.03.03 JUNTAS DE DILATACION

38 05 MUROS DE CONTENCION

39 05.01 MUROS DE CONTENCION "MC-01"

40 05.01.01 TRABAJOS PRELIMINARES

41 05.01.01.01 LIMPIEZA DE TERRENO MANUAL

42 05.01.01.02 TRAZO Y REPLANTEO PRELIMINAR

43 05.01.02 MOVIMIENTO DE TIERRAS

44 05.01.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO

45 05.01.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km.

46 05.01.02.03 RELLENO CON MATERIAL BASE (PRESTAMO)

47 05.01.02.04 EXTENDIDO, RIEGO Y COMPACTADO DE BASE

48 05.01.03 CONCRETO SIMPLE

49 05.01.03.01 SOLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m

50 05.01.04 CONCRETO ARMADO

51 05.01.04.01 MUROS REFORZADOS INCLUYE ZAPATA

52 05.01.04.01.01 MUROS DE CONTENCIÓN - CONCRETO 210 kg/cm2

53 05.01.04.01.02 MUROS DE CONTENCIÓN - ENCOFRADO Y DESENCOFRADO (DOS CARAS)

54 05.01.04.01.03 MUROS DE CONTENCIÓN - ACERO Fy=4200 kg/cm2

55 05.01.04.01.04 JUNTAS DE DILATACION

56 05.01.04.02 VEREDA DE CONCRETO ARMADO

57 05.01.04.02.01 VEREDA DE CONCRETO ARMADO - CONCRETO 210 kg/cm2

58 05.01.04.02.02 VEREDAS DE CONCRETO ARMADO - ENCONFRADO Y DESENCOFRADO

59 05.01.04.02.03 VEREDA DE CONCRETO ARMADO - ACERO DE REFUERZO fy=4200 kg/cm2.

60 05.01.04.02.04 BARANDA METALICA INC. PINTURA



























































215 06 OBRAS DE DRENAJE

216 06.01 CANALETA DE CONRETO (DRENAJE)






222 06.01.02.02 PERFILADO, RIEGO Y COMPACION DE SUB-RASANTE

223 06.01.02.03 RELLENO CON MATERIAL DE PRESTAMO

224 06.01.02.04 EXTENDIDO, RIEGO Y COMPACTADO


226 06.01.03 OBRAS DE CONCRETO SIMPLE

227 06.01.03.01 CANALETA - ENCONFRADO Y DESENCOFRADO

228 06.01.03.02 CANALETA - CONCRETO f'c=175 kg/cm2

229 06.01.03.03 JUNTAS DE DILATACION

230 06.02 CANAL DE RIEGO Y AGUAS PLUVIALES




234 06.02.01.03 DEMOLICION DE CANAL EXISTENTE



237 06.02.02.02 RELLENO CON MATERIAL DE PRESTAMO

238 06.02.02.03 EXTENDIDO, RIEGO Y COMPACTADO


240 06.02.03 OBRAS DE CONCRETO SIMPLE

241 06.02.03.01 CANAL - ENCONFRADO Y DESENCOFRADO

242 06.02.03.02 CANAL - CONCRETO f'c=175 kg/cm2

243 06.02.03.03 JUNTAS DE DILATACION

244 06.03 ALCANTARILLA DE CONCRETO

245 06.03.01 CAJAS RECEPTORA

246 06.03.01.01 TRABAJOS PRELIMINARES

247 06.03.01.01.01 TRAZO Y REPLANTEO PRELIMINAR

248 06.03.01.02 MOVIMIENTO DE TIERRAS

249 06.03.01.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO

250 06.03.01.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km.

251 06.03.01.03 CONCRETO SIMPLE

252 06.03.01.03.01 SOLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m

253 06.03.01.04 CONCRETO ARMADO

254 06.03.01.04.01 CAJA - CONCRETO 210 kg/cm2

255 06.03.01.04.02 CAJA - ENCONFRADO Y DESENCOFRADO

256 06.03.01.04.03 CAJA - ACERO DE REFUERZO fy=4200 kg/cm2.

257 06.03.02 ALCANTARILLA METALICA TMC 18"






263 06.03.02.02.03 CAMA DE APOYO PARA TUBERIAS DE REDES EXTERNAS

264 06.03.02.02.04 RELLENO COMPACTADO MANUAL- CON MATERIAL DE PRESTAMO/ PROTECCION DEL TUBO

265 06.03.02.03 ALCANTARILLA METALICA TMC 18"

266 06.03.02.03.01 ALCANTARILLA TMC D=18" C=16 R=14 m/día

267 06.03.03 EMBOQUILADO DE CONCRETO






273 06.03.03.02.03 PERFILADO, RIEGO Y COMPACION DE SUB-RASANTE

274 06.03.03.03 CONCRETO SIMPLE

275 06.03.03.03.01 EMBOQUILLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m

276 07 SEÑALIZACION Y SEGURIDAD EN PAVIMENTO

277 07.01 SEÑALIZACION HORIZONTAL EN PAVIMENTO

278 08 PRUEBA DE LABORATORIO

279 08.01 PRUEBA DE CALIDAD DEL CONCRETO (PRUEBA A LA COMPRESION)

280 08.02 DISEÑO DE MEZCLA

281 08.03 PRUEBA DE COMPACTACION DE SUELOS (PROCTOR MODIFICADO)

282 09 VARIOS

283 09.01 NIVELACION DE BUZONES EN GENERAL

284 10 FLETES

285 10.01 FLETE TERRESTRE

286 11 IMPACTO AMBIENTAL

287 11.01 IMPACTO AMBIENTAL

288289290291292293294295296297298299300301302303304305306307308309310311312313314315316317318319320321322323324325326327328329330331332333334335

336337338339340341342343344345346347348349350351352353354355356357358359360361362363364365366367368369370371372373374375376377378379380381382383

384385386387388389390391392393394395396397398399400401402403404405406407408409410411412413414415416417418419420421422423424425426427428429430431

432433434435436437438439440441442443444445446447448449450451452453454455

Und. Metrado Precio (S/.) Parcial (S/.)2,551.77

u 1.00 551.77 551.77

mes 5.00 300.00 1,500.00

glb 1.00 500.00 500.00

2,476.00

m 300.00 1.92 576.00

u 20.00 95.00 1,900.00

259,150.16

4,302.00

m2 1,800.00 0.25 450.00

m2 1,800.00 2.14 3,852.00

58,764.02

m3 1,598.37 7.94 12,691.06

m3 1,997.96 23.06 46,072.96

5,958.00

m2 1,800.00 3.31 5,958.00

28,875.60

m3 360.00 57.56 20,721.60

m2 1,800.00 4.53 8,154.00

161,250.54

m2 60.00 34.68 2,080.80

m3 360.00 388.96 140,025.60

kg 1,939.58 6.80 13,189.14

m 1,500.00 3.97 5,955.00

29,445.59

4,077.38

m2 426.20 0.25 106.55

m2 426.20 2.14 912.07

m2 213.75 14.31 3,058.76

2,609.78

m3 12.79 59.57 761.90

m2 426.20 2.89 1,231.72

m3 26.72 23.06 616.16

22,758.43

m2 64.35 33.45 2,152.51

m3 63.93 318.35 20,352.12

m 63.93 3.97 253.80

404,127.04

22,556.03

36.57

m2 15.30 0.25 3.83

m2 15.30 2.14 32.74

7,690.25

m3 45.90 57.70 2,648.43

m3 57.38 23.06 1,323.18

m3 57.38 57.56 3,302.79

m2 91.80 4.53 415.85

741.99

m3 3.06 242.48 741.99

14,087.22

11,986.11

m3 12.51 394.23 4,931.82

m2 53.95 46.59 2,513.53

kg 941.31 4.71 4,433.57

m 27.00 3.97 107.19

2,101.11

m3 1.28 394.47 504.92

m2 7.16 46.59 333.58

kg 67.30 4.71 316.98

m 9.00 105.07 945.63

17,432.73

30.59

m2 12.80 0.25 3.20

m2 12.80 2.14 27.39

6,120.77

m3 38.40 57.70 2,215.68

m3 48.00 23.06 1,106.88

m3 48.00 57.56 2,762.88

m2 7.80 4.53 35.33

620.75

m3 2.56 242.48 620.75

10,660.62

8,775.54

m3 9.67 394.23 3,812.20

m2 39.90 46.59 1,858.94

kg 642.25 4.71 3,025.00

m 20.00 3.97 79.40

1,885.08

m3 1.14 394.47 449.70

m2 6.38 46.59 297.24

kg 63.18 4.71 297.58

m 8.00 105.07 840.56

17,754.36

30.59

m2 12.80 0.25 3.20

m2 12.80 2.14 27.39

6,442.40

m3 38.40 57.70 2,215.68

m3 48.00 23.06 1,106.88

m3 48.00 57.56 2,762.88

m2 78.80 4.53 356.96

620.75

m3 2.56 242.48 620.75

10,660.62

8,775.54

m3 9.67 394.23 3,812.20

m2 39.90 46.59 1,858.94

kg 642.25 4.71 3,025.00

m 20.00 3.97 79.40

1,885.08

m3 1.14 394.47 449.70

m2 6.38 46.59 297.24

kg 63.18 4.71 297.58

m 8.00 105.07 840.56

83,537.07

69.79

m2 29.20 0.25 7.30

m2 29.20 2.14 62.49

34,574.19

m3 213.16 57.70 12,299.33

m3 266.45 23.06 6,144.34

m3 266.45 57.56 15,336.86

m2 175.20 4.53 793.66

2,832.17

m3 11.68 242.48 2,832.17

46,060.92

44,175.84

m3 52.83 394.23 20,827.17

m2 127.14 46.59 5,923.45

kg 3,677.16 4.71 17,319.42

m 26.65 3.97 105.80

1,885.08

m3 1.14 394.47 449.70

m2 6.38 46.59 297.24

kg 63.18 4.71 297.58

m 8.00 105.07 840.56

59,875.55

61.07

m2 25.55 0.25 6.39

m2 25.55 2.14 54.68

30,252.40

m3 186.52 57.70 10,762.20

m3 233.14 23.06 5,376.21

m3 233.14 57.56 13,419.54

m2 153.30 4.53 694.45

2,478.15

m3 10.22 242.48 2,478.15

27,083.93

25,414.85

m3 28.37 394.23 11,184.31

m2 86.19 46.59 4,015.59

kg 2,154.24 4.71 10,146.47

m 17.25 3.97 68.48

1,669.08

m3 1.00 394.47 394.47

m2 5.60 46.59 260.90

kg 59.07 4.71 278.22

m 7.00 105.07 735.49

104,308.16

87.24

m2 36.50 0.25 9.13

m2 36.50 2.14 78.11

43,217.53

m3 266.45 57.70 15,374.17

m3 333.06 23.06 7,680.36

m3 333.06 57.56 19,170.93

m2 219.00 4.53 992.07

3,540.21

m3 14.60 242.48 3,540.21

57,463.18

55,142.08

m3 66.03 394.23 26,031.01

m2 155.78 46.59 7,257.79

kg 4,622.07 4.71 21,769.95

m 20.99 3.97 83.33

2,321.10

m3 1.43 394.47 564.09

m2 7.94 46.59 369.92

kg 71.42 4.71 336.39

m 10.00 105.07 1,050.70

53,739.69

68.12

m2 28.50 0.25 7.13

m2 28.50 2.14 60.99

19,066.80

m3 115.43 57.70 6,660.31

m3 144.28 23.06 3,327.10

m3 144.28 57.56 8,304.76

m2 171.00 4.53 774.63

2,764.27

m3 11.40 242.48 2,764.27

31,840.50

28,435.28

m3 30.65 394.23 12,083.15

m2 121.65 46.59 5,667.67

kg 2,259.25 4.71 10,641.07

m 10.93 3.97 43.39

3,405.22

m3 2.14 394.47 844.17

m2 11.84 46.59 551.63

kg 92.01 4.71 433.37

m 15.00 105.07 1,576.05

44,923.45

87.95

m2 36.80 0.25 9.20

m2 36.80 2.14 78.75

13,205.35

m3 79.12 57.70 4,565.22

m3 98.90 23.06 2,280.63

m3 98.90 57.56 5,692.68

m2 147.20 4.53 666.82

1,784.65

m3 7.36 242.48 1,784.65

29,845.50

24,735.73

m3 27.80 394.23 10,959.59

m2 110.40 46.59 5,143.54

kg 1,827.36 4.71 8,606.87

m 6.48 3.97 25.73

5,109.77

m3 3.20 394.47 1,262.30

m2 18.08 46.59 842.35

kg 124.95 4.71 588.51

m 23.00 105.07 2,416.61

22,340.07

15,692.03

328.50

m2 137.45 0.25 34.36

m2 137.45 2.14 294.14

2,830.89

m3 20.62 57.70 1,189.77

m2 137.45 3.19 438.47

m3 6.87 59.57 409.25

m2 137.45 2.89 397.23

m3 17.18 23.06 396.17

12,532.64

m2 109.96 37.17 4,087.21

m3 24.05 333.01 8,008.89

m 109.96 3.97 436.54

3,726.20

174.52

m2 14.50 0.25 3.63

m2 14.50 2.14 31.03

m3 3.63 38.53 139.86

346.92

m3 4.35 57.70 251.00

m3 0.73 59.57 43.49

m2 11.60 2.89 33.52

m3 0.82 23.06 18.91

3,204.76

m2 52.20 37.17 1,940.27

m3 3.63 333.01 1,208.83

m 14.02 3.97 55.66

2,921.84

701.18

1.73

m2 0.81 2.14 1.73

59.87

m3 0.69 57.70 39.81

m3 0.87 23.06 20.06

7.27

m3 0.03 242.48 7.27

632.31

m3 0.40 394.47 157.79

m2 7.04 46.59 327.99

kg 31.11 4.71 146.53

1,477.00

9.89

m2 4.62 2.14 9.89

461.14

m3 5.08 57.70 293.12

m3 6.35 23.06 146.43

m 1.49 4.34 6.47

m 1.49 10.15 15.12

1,005.97

m 6.60 152.42 1,005.97

743.66

5.14

m2 2.40 2.14 5.14

59.58

m3 0.60 57.70 34.62

m3 0.75 23.06 17.30

m2 2.40 3.19 7.66

678.94

m3 2.80 242.48 678.94

1,143.90

m2 62.00 18.45 1,143.90

2,129.60

u 12.00 30.00 360.00

u 4.00 367.40 1,469.60

u 2.00 150.00 300.00

814.23

u 9.00 90.47 814.23

1,000.00

glb 1.00 1,000.00 1,000.00

4,061.33

glb 1.00 4,061.33 4,061.33

CRONOGRAMA VALORIZADO DE EJECUCION DE OBRAPROYECTO : “MEJORAMIENTO DE LA TRANSITABILIDAD VEHICULAR Y PEATONAL DE LA ÚLTIMA CUADRA DE LA CALLE CONDEBAMBA AL KM. 0.35 DE LA CALLE AYMAS DE LAS URBANIZACIONES CONDEBAMBA Y AYMAS, DISTRITO Y PROVINCIA DE ABANCAY, REGIÓN APURIMAC”FECHA : NOVIEMBRE DEL 2015

ITEM PARTIDAS UndS/. / MESES

MES 1 MES 2 MES 3 MES 4 MES 5 MES 601 OBRAS PROVICIONALES 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.0001.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60 X 2.40 m INCL. INSTALACION u S/. 551.77 S/. 551.77 (100%) 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0001.02 ALQUILER DE OFICINA Y ALMACEN mes S/. 1,500.00 S/. 363.98 (24.27%) S/. 248.00 (16.53%) S/. 248.00 (16.53%) S/. 232.00 (15.47%) S/. 248.00 (16.53%) S/. 160.02 (10.67%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0001.03 MOVILIZACION Y DESMOVILIZACION DE EQUIPO glb S/. 500.00 S/. 500.00 (100%) 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0002 SEGURIDAD Y SALUD S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0002.01 SEÑALIZACION EN OBRA DURANTE LA EJECUCION m S/. 576.00 S/. 81.17 (14.09%) S/. 107.93 (18.74%) S/. 107.93 (18.74%) S/. 100.97 (17.53%) S/. 107.93 (18.74%) S/. 70.07 (12.16%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0002.02 EQUIPOS DE PROTECCION INDIVIDUAL u S/. 1,900.00 S/. 653.13 (34.38%) S/. 1,246.88 (65.63%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003 PISTAS DE CONCRETO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.01.01 LIMPIEZA DE TERRENO MANUAL m2 S/. 450.00 S/. 393.63 (87.47%) S/. 56.37 (12.53%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.01.02 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 3,852.00 0.00 S/. 3,852.00 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.02.01 CORTE MASIVO DE TERRENO A MÁQUINA H PROM.=0.30 M A NIVEL DE LA SUB RASANTE m3 S/. 12,691.06 0.00 S/. 12,691.06 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 46,072.96 0.00 S/. 46,072.96 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.03 MEJORAMIENTO DE LA SUB-RASANTE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.03.01 PERFILADO, RIEGO Y COMPACTADO DE SUB-RASANTE m2 S/. 5,958.00 0.00 S/. 5,958.00 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.04 BASE E=0.20m S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.04.01 RELLENO CON MATERIAL BASE (PRESTAMO) m3 S/. 20,721.60 0.00 S/. 20,721.60 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.04.02 EXTENDIDO, RIEGO Y COMPACTADO DE BASE m2 S/. 8,154.00 0.00 S/. 8,154.00 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.05 PISTAS DE CONCRETO E=.20m S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.05.01 LOSA PAVIMENTO - ENCONFRADO Y DESENCOFRADO m2 S/. 2,080.80 0.00 S/. 2,079.38 (99.93%) S/. 1.42 (0.07%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.05.02 LOSA PAVIMENTO - CONCRETO f'c=210 kg/cm2 m3 S/. 140,025.60 0.00 0.00 S/. 131,539.40 (93.94%) S/. 8,486.20 (6.06%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.05.03 LOSA PAVIMENTO - ACERO DE REFUERZO fy=4200 kg/cm2. kg S/. 13,189.14 0.00 0.00 S/. 13,189.14 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0003.05.04 JUNTAS DE DILATACION m S/. 5,955.00 0.00 0.00 0.00 S/. 5,422.63 (91.06%) S/. 532.37 (8.94%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004 VEREDAS DE CONCRETO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004.01.01 LIMPIEZA DE TERRENO MANUAL m2 S/. 106.55 0.00 S/. 106.55 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004.01.02 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 912.07 0.00 S/. 912.07 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004.01.03 DEMOLICION DE VEREDA ANTIGUA m2 S/. 3,058.76 0.00 S/. 3,058.76 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004.02.01 RELLENO CON MATERIAL DE PRESTAMO PARA VEREDAS m3 S/. 761.90 0.00 S/. 761.90 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004.02.02 EXTENDIDO, RIEGO Y COMPACTADO PARA VEREDAS m2 S/. 1,231.72 0.00 S/. 1,231.72 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004.02.03 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 616.16 0.00 S/. 616.16 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004.03 OBRAS DE CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004.03.01 VEREDAS - ENCONFRADO Y DESENCOFRADO m2 S/. 2,152.51 0.00 S/. 2,152.51 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004.03.02 VEREDAS - CONCRETO f'c=175 kg/cm2 m3 S/. 20,352.12 0.00 S/. 20,352.12 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0004.03.03 JUNTAS DE DILATACION m S/. 253.80 0.00 S/. 253.80 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005 MUROS DE CONTENCION S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01 MUROS DE CONTENCION "MC-01" S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.01.01 LIMPIEZA DE TERRENO MANUAL m2 S/. 3.83 0.00 S/. 3.83 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.01.02 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 32.74 0.00 S/. 32.74 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 2,648.43 0.00 S/. 1,323.76 (49.98%) S/. 1,324.67 (50.02%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 1,323.18 0.00 0.00 S/. 1,323.18 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.02.03 RELLENO CON MATERIAL BASE (PRESTAMO) m3 S/. 3,302.79 0.00 0.00 0.00 S/. 3,302.79 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.02.04 EXTENDIDO, RIEGO Y COMPACTADO DE BASE m2 S/. 415.85 0.00 0.00 0.00 S/. 415.85 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.03 CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.03.01 SOLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m m3 S/. 741.99 0.00 0.00 S/. 741.99 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.04 CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.04.01 MUROS REFORZADOS INCLUYE ZAPATA S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.04.01.01 MUROS DE CONTENCIÓN - CONCRETO 210 kg/cm2 m3 S/. 4,931.82 0.00 0.00 S/. 4,931.82 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.04.01.02 MUROS DE CONTENCIÓN - ENCOFRADO Y DESENCOFRADO (DOS CARAS) m2 S/. 2,513.53 0.00 0.00 S/. 2,513.53 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.04.01.03 MUROS DE CONTENCIÓN - ACERO Fy=4200 kg/cm2 kg S/. 4,433.57 0.00 0.00 S/. 4,433.57 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.04.01.04 JUNTAS DE DILATACION m S/. 107.19 0.00 0.00 S/. 107.19 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.04.02 VEREDA DE CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.04.02.01 VEREDA DE CONCRETO ARMADO - CONCRETO 210 kg/cm2 m3 S/. 504.92 0.00 0.00 0.00 S/. 504.92 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.04.02.02 VEREDAS DE CONCRETO ARMADO - ENCONFRADO Y DESENCOFRADO m2 S/. 333.58 0.00 0.00 0.00 S/. 333.58 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.04.02.03 VEREDA DE CONCRETO ARMADO - ACERO DE REFUERZO fy=4200 kg/cm2. kg S/. 316.98 0.00 0.00 0.00 S/. 316.98 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.01.04.02.04 BARANDA METALICA INC. PINTURA m S/. 945.63 0.00 0.00 0.00 S/. 945.63 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02 MUROS DE CONTENCION "MC-02" S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.01.01 LIMPIEZA DE TERRENO MANUAL m2 S/. 3.20 0.00 0.00 0.00 S/. 3.20 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.01.02 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 27.39 0.00 0.00 0.00 S/. 27.39 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 2,215.68 0.00 0.00 0.00 S/. 2,215.68 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 1,106.88 0.00 0.00 0.00 S/. 1,106.88 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.02.03 RELLENO CON MATERIAL BASE (PRESTAMO) m3 S/. 2,762.88 0.00 0.00 0.00 0.00 S/. 2,762.88 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.02.04 EXTENDIDO, RIEGO Y COMPACTADO DE BASE m2 S/. 35.33 0.00 0.00 0.00 0.00 S/. 35.33 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.03 CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.03.01 SOLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m m3 S/. 620.75 0.00 0.00 0.00 S/. 620.75 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.04 CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.04.01 MUROS REFORZADOS INCLUYE ZAPATA S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.04.01.01 MUROS DE CONTENCIÓN - CONCRETO 210 kg/cm2 m3 S/. 3,812.20 0.00 0.00 0.00 S/. 3,812.20 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.04.01.02 MUROS DE CONTENCIÓN - ENCOFRADO Y DESENCOFRADO (DOS CARAS) m2 S/. 1,858.94 0.00 0.00 0.00 S/. 1,858.94 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.04.01.03 MUROS DE CONTENCIÓN - ACERO Fy=4200 kg/cm2 kg S/. 3,025.00 0.00 0.00 0.00 S/. 3,025.00 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.04.01.04 JUNTAS DE DILATACION m S/. 79.40 0.00 0.00 0.00 0.00 S/. 79.40 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.04.02 VEREDA DE CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.04.02.01 VEREDA DE CONCRETO ARMADO - CONCRETO 210 kg/cm2 m3 S/. 449.70 0.00 0.00 0.00 0.00 S/. 449.70 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.04.02.02 VEREDAS DE CONCRETO ARMADO - ENCONFRADO Y DESENCOFRADO m2 S/. 297.24 0.00 0.00 0.00 0.00 S/. 297.24 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.04.02.03 VEREDA DE CONCRETO ARMADO - ACERO DE REFUERZO fy=4200 kg/cm2. kg S/. 297.58 0.00 0.00 0.00 0.00 S/. 297.58 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.02.04.02.04 BARANDA METALICA INC. PINTURA m S/. 840.56 0.00 0.00 0.00 0.00 S/. 840.11 (99.95%) S/. .45 (0.05%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03 MUROS DE CONTENCION "MC-03" S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.01.01 LIMPIEZA DE TERRENO MANUAL m2 S/. 3.20 0.00 S/. 3.20 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.01.02 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 27.39 0.00 S/. 27.39 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 2,215.68 0.00 S/. 1,328.95 (59.98%) S/. 886.73 (40.02%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 1,106.88 0.00 0.00 S/. 1,106.88 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.02.03 RELLENO CON MATERIAL BASE (PRESTAMO) m3 S/. 2,762.88 0.00 0.00 S/. 2,762.88 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.02.04 EXTENDIDO, RIEGO Y COMPACTADO DE BASE m2 S/. 356.96 0.00 0.00 S/. 356.96 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.03 CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.03.01 SOLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m m3 S/. 620.75 0.00 0.00 S/. 620.75 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.04 CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.04.01 MUROS REFORZADOS INCLUYE ZAPATA S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.04.01.01 MUROS DE CONTENCIÓN - CONCRETO 210 kg/cm2 m3 S/. 3,812.20 0.00 0.00 S/. 3,812.20 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.04.01.02 MUROS DE CONTENCIÓN - ENCOFRADO Y DESENCOFRADO (DOS CARAS) m2 S/. 1,858.94 0.00 0.00 S/. 1,858.94 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.04.01.03 MUROS DE CONTENCIÓN - ACERO Fy=4200 kg/cm2 kg S/. 3,025.00 0.00 0.00 S/. 3,025.00 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.04.01.04 JUNTAS DE DILATACION m S/. 79.40 0.00 0.00 S/. 79.40 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.04.02 VEREDA DE CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.04.02.01 VEREDA DE CONCRETO ARMADO - CONCRETO 210 kg/cm2 m3 S/. 449.70 0.00 0.00 S/. 449.70 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.04.02.02 VEREDAS DE CONCRETO ARMADO - ENCONFRADO Y DESENCOFRADO m2 S/. 297.24 0.00 0.00 S/. 297.24 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.04.02.03 VEREDA DE CONCRETO ARMADO - ACERO DE REFUERZO fy=4200 kg/cm2. kg S/. 297.58 0.00 0.00 S/. 297.58 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.03.04.02.04 BARANDA METALICA INC. PINTURA m S/. 840.56 0.00 0.00 0.00 S/. 840.56 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04 MUROS DE CONTENCION "MC-04" S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.01.01 LIMPIEZA DE TERRENO MANUAL m2 S/. 7.30 0.00 S/. 7.30 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.01.02 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 62.49 0.00 S/. 62.49 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 12,299.34 0.00 S/. 1,366.12 (11.11%) S/. 7,060.73 (57.41%) S/. 3,872.49 (31.49%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 6,144.34 0.00 0.00 0.00 S/. 6,144.34 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.02.03 RELLENO CON MATERIAL BASE (PRESTAMO) m3 S/. 15,336.86 0.00 0.00 0.00 0.00 S/. 15,305.00 (99.79%) S/. 31.86 (0.21%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.02.04 EXTENDIDO, RIEGO Y COMPACTADO DE BASE m2 S/. 793.66 0.00 0.00 0.00 0.00 S/. 792.01 (99.79%) S/. 1.65 (0.21%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.03 CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.03.01 SOLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m m3 S/. 2,832.17 0.00 0.00 0.00 S/. 2,832.17 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.04 CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.04.01 MUROS REFORZADOS INCLUYE ZAPATA S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.04.01.01 MUROS DE CONTENCIÓN - CONCRETO 210 kg/cm2 m3 S/. 20,827.17 0.00 0.00 0.00 0.00 S/. 20,827.17 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.04.01.02 MUROS DE CONTENCIÓN - ENCOFRADO Y DESENCOFRADO (DOS CARAS) m2 S/. 5,923.45 0.00 0.00 0.00 S/. 4,105.44 (69.31%) S/. 1,818.01 (30.69%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.04.01.03 MUROS DE CONTENCIÓN - ACERO Fy=4200 kg/cm2 kg S/. 17,319.42 0.00 0.00 0.00 S/. 12,700.70 (73.33%) S/. 4,618.72 (26.67%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.04.01.04 JUNTAS DE DILATACION m S/. 105.80 0.00 0.00 0.00 0.00 S/. 105.80 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.04.02 VEREDA DE CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.04.02.01 VEREDA DE CONCRETO ARMADO - CONCRETO 210 kg/cm2 m3 S/. 449.70 0.00 0.00 0.00 0.00 0.00 S/. 449.70 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.04.02.02 VEREDAS DE CONCRETO ARMADO - ENCONFRADO Y DESENCOFRADO m2 S/. 297.24 0.00 0.00 0.00 0.00 0.00 S/. 297.24 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.04.02.03 VEREDA DE CONCRETO ARMADO - ACERO DE REFUERZO fy=4200 kg/cm2. kg S/. 297.58 0.00 0.00 0.00 0.00 0.00 S/. 297.58 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.04.04.02.04 BARANDA METALICA INC. PINTURA m S/. 840.56 0.00 0.00 0.00 0.00 0.00 S/. 840.56 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.00

PRESUPUESTOS/.



MES 1 MES 2 MES 3 MES 4 MES 5 MES 6PRESUPUESTO

S/.

05.05 MUROS DE CONTENCION "MC-05" S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.01.01 LIMPIEZA DE TERRENO MANUAL m2 S/. 6.39 0.00 S/. 6.39 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.01.02 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 54.68 0.00 S/. 54.68 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.00




S/.

05.05.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 10,762.20 0.00 S/. 1,373.42 (12.76%) S/. 7,098.47 (65.96%) S/. 2,290.31 (21.28%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 5,376.21 0.00 0.00 0.00 S/. 5,376.21 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.02.03 RELLENO CON MATERIAL BASE (PRESTAMO) m3 S/. 13,419.54 0.00 0.00 0.00 0.00 S/. 13,419.54 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.02.04 EXTENDIDO, RIEGO Y COMPACTADO DE BASE m2 S/. 694.45 0.00 0.00 0.00 0.00 S/. 694.45 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.03 CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.03.01 SOLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m m3 S/. 2,478.15 0.00 0.00 0.00 S/. 2,478.15 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.04 CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.04.01 MUROS REFORZADOS INCLUYE ZAPATA S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.04.01.01 MUROS DE CONTENCIÓN - CONCRETO 210 kg/cm2 m3 S/. 11,184.31 0.00 0.00 0.00 S/. 11,184.31 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.04.01.02 MUROS DE CONTENCIÓN - ENCOFRADO Y DESENCOFRADO (DOS CARAS) m2 S/. 4,015.59 0.00 0.00 0.00 S/. 4,015.59 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.04.01.03 MUROS DE CONTENCIÓN - ACERO Fy=4200 kg/cm2 kg S/. 10,146.47 0.00 0.00 0.00 S/. 10,146.47 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.04.01.04 JUNTAS DE DILATACION m S/. 68.48 0.00 0.00 0.00 0.00 S/. 68.48 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.04.02 VEREDA DE CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.04.02.01 VEREDA DE CONCRETO ARMADO - CONCRETO 210 kg/cm2 m3 S/. 394.47 0.00 0.00 0.00 0.00 S/. 394.47 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.04.02.02 VEREDAS DE CONCRETO ARMADO - ENCONFRADO Y DESENCOFRADO m2 S/. 260.90 0.00 0.00 0.00 0.00 S/. 260.90 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.04.02.03 VEREDA DE CONCRETO ARMADO - ACERO DE REFUERZO fy=4200 kg/cm2. kg S/. 278.22 0.00 0.00 0.00 0.00 S/. 278.22 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.05.04.02.04 BARANDA METALICA INC. PINTURA m S/. 735.49 0.00 0.00 0.00 0.00 S/. 571.15 (77.66%) S/. 164.34 (22.34%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06 MUROS DE CONTENCION "MC-06" S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.01.01 LIMPIEZA DE TERRENO MANUAL m2 S/. 9.13 0.00 S/. 9.13 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.01.02 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 78.11 0.00 S/. 78.11 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 15,374.17 0.00 S/. 2,712.15 (17.64%) S/. 12,662.02 (82.36%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 7,680.36 0.00 0.00 S/. 7,680.36 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.02.03 RELLENO CON MATERIAL BASE (PRESTAMO) m3 S/. 19,170.93 0.00 0.00 0.00 0.00 S/. 19,170.93 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.02.04 EXTENDIDO, RIEGO Y COMPACTADO DE BASE m2 S/. 992.07 0.00 0.00 0.00 0.00 S/. 992.07 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.03 CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.03.01 SOLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m m3 S/. 3,540.21 0.00 0.00 S/. 3,540.21 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.04 CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.04.01 MUROS REFORZADOS INCLUYE ZAPATA S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.04.01.01 MUROS DE CONTENCIÓN - CONCRETO 210 kg/cm2 m3 S/. 26,031.01 0.00 0.00 0.00 S/. 22,329.73 (85.78%) S/. 3,701.28 (14.22%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.04.01.02 MUROS DE CONTENCIÓN - ENCOFRADO Y DESENCOFRADO (DOS CARAS) m2 S/. 7,257.79 0.00 0.00 0.00 S/. 7,257.79 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.04.01.03 MUROS DE CONTENCIÓN - ACERO Fy=4200 kg/cm2 kg S/. 21,769.95 0.00 0.00 S/. 2,296.57 (10.55%) S/. 19,473.38 (89.45%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.04.01.04 JUNTAS DE DILATACION m S/. 83.33 0.00 0.00 0.00 0.00 S/. 83.33 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.04.02 VEREDA DE CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.04.02.01 VEREDA DE CONCRETO ARMADO - CONCRETO 210 kg/cm2 m3 S/. 564.09 0.00 0.00 0.00 0.00 S/. 564.09 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.04.02.02 VEREDAS DE CONCRETO ARMADO - ENCONFRADO Y DESENCOFRADO m2 S/. 369.92 0.00 0.00 0.00 0.00 S/. 369.92 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.04.02.03 VEREDA DE CONCRETO ARMADO - ACERO DE REFUERZO fy=4200 kg/cm2. kg S/. 336.39 0.00 0.00 0.00 0.00 S/. 336.39 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.06.04.02.04 BARANDA METALICA INC. PINTURA m S/. 1,050.70 0.00 0.00 0.00 0.00 0.00 S/. 1,050.70 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07 MUROS DE CONTENCION "MC-07" S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.01.01 LIMPIEZA DE TERRENO MANUAL m2 S/. 7.13 0.00 S/. 7.13 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.01.02 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 60.99 0.00 S/. 60.99 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 6,660.31 0.00 S/. 1,377.52 (20.68%) S/. 5,282.79 (79.32%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 3,327.10 0.00 0.00 S/. 3,327.10 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.02.03 RELLENO CON MATERIAL BASE (PRESTAMO) m3 S/. 8,304.76 0.00 0.00 0.00 S/. 8,287.55 (99.79%) S/. 17.21 (0.21%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.02.04 EXTENDIDO, RIEGO Y COMPACTADO DE BASE m2 S/. 774.63 0.00 0.00 0.00 S/. 773.02 (99.79%) S/. 1.61 (0.21%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.03 CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.03.01 SOLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m m3 S/. 2,764.27 0.00 0.00 S/. 2,764.27 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.04 CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.04.01 MUROS REFORZADOS INCLUYE ZAPATA S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.04.01.01 MUROS DE CONTENCIÓN - CONCRETO 210 kg/cm2 m3 S/. 12,083.15 0.00 0.00 0.00 S/. 12,083.15 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.04.01.02 MUROS DE CONTENCIÓN - ENCOFRADO Y DESENCOFRADO (DOS CARAS) m2 S/. 5,667.67 0.00 0.00 S/. 3,059.22 (53.98%) S/. 2,608.45 (46.02%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.04.01.03 MUROS DE CONTENCIÓN - ACERO Fy=4200 kg/cm2 kg S/. 10,641.07 0.00 0.00 S/. 7,449.01 (70%) S/. 3,192.06 (30%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.04.01.04 JUNTAS DE DILATACION m S/. 43.39 0.00 0.00 0.00 S/. 43.39 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.04.02 VEREDA DE CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.04.02.01 VEREDA DE CONCRETO ARMADO - CONCRETO 210 kg/cm2 m3 S/. 844.17 0.00 0.00 0.00 0.00 S/. 844.17 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.04.02.02 VEREDAS DE CONCRETO ARMADO - ENCONFRADO Y DESENCOFRADO m2 S/. 551.63 0.00 0.00 0.00 0.00 S/. 551.63 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.04.02.03 VEREDA DE CONCRETO ARMADO - ACERO DE REFUERZO fy=4200 kg/cm2. kg S/. 433.37 0.00 0.00 0.00 0.00 S/. 433.37 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.07.04.02.04 BARANDA METALICA INC. PINTURA m S/. 1,576.05 0.00 0.00 0.00 0.00 S/. 1,576.05 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08 MUROS DE CONTENCION "MC-08" S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.01.01 LIMPIEZA DE TERRENO MANUAL m2 S/. 9.20 0.00 S/. 9.20 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.01.02 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 78.75 0.00 S/. 78.75 (100%) 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 4,565.22 0.00 S/. 1,369.09 (29.99%) S/. 3,196.13 (70.01%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 2,280.63 0.00 0.00 S/. 2,280.63 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.02.03 RELLENO CON MATERIAL BASE (PRESTAMO) m3 S/. 5,692.68 0.00 0.00 0.00 S/. 5,692.68 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.02.04 EXTENDIDO, RIEGO Y COMPACTADO DE BASE m2 S/. 666.82 0.00 0.00 0.00 S/. 666.82 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.03 CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.03.01 SOLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m m3 S/. 1,784.65 0.00 0.00 S/. 1,784.65 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.04 CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.04.01 MUROS REFORZADOS INCLUYE ZAPATA S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.04.01.01 MUROS DE CONTENCIÓN - CONCRETO 210 kg/cm2 m3 S/. 10,959.59 0.00 0.00 S/. 7,352.31 (67.09%) S/. 3,607.28 (32.91%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.04.01.02 MUROS DE CONTENCIÓN - ENCOFRADO Y DESENCOFRADO (DOS CARAS) m2 S/. 5,143.54 0.00 0.00 S/. 5,143.54 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.04.01.03 MUROS DE CONTENCIÓN - ACERO Fy=4200 kg/cm2 kg S/. 8,606.87 0.00 0.00 S/. 8,606.87 (100%) 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.04.01.04 JUNTAS DE DILATACION m S/. 25.73 0.00 0.00 0.00 S/. 25.73 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.04.02 VEREDA DE CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.04.02.01 VEREDA DE CONCRETO ARMADO - CONCRETO 210 kg/cm2 m3 S/. 1,262.30 0.00 0.00 0.00 S/. 1,262.30 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.04.02.02 VEREDAS DE CONCRETO ARMADO - ENCONFRADO Y DESENCOFRADO m2 S/. 842.35 0.00 0.00 0.00 S/. 842.35 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.04.02.03 VEREDA DE CONCRETO ARMADO - ACERO DE REFUERZO fy=4200 kg/cm2. kg S/. 588.51 0.00 0.00 0.00 S/. 588.51 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0005.08.04.02.04 BARANDA METALICA INC. PINTURA m S/. 2,416.61 0.00 0.00 0.00 0.00 S/. 2,416.61 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006 OBRAS DE DRENAJE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01 CANALETA DE CONRETO (DRENAJE) S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.01.01 LIMPIEZA DE TERRENO MANUAL m2 S/. 34.36 0.00 0.00 0.00 S/. 34.36 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.01.02 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 294.14 0.00 0.00 0.00 S/. 294.14 (100%) 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 1,189.77 0.00 0.00 0.00 S/. 197.88 (16.63%) S/. 991.89 (83.37%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.02.02 PERFILADO, RIEGO Y COMPACION DE SUB-RASANTE m2 S/. 438.47 0.00 0.00 0.00 0.00 S/. 438.47 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.02.03 RELLENO CON MATERIAL DE PRESTAMO m3 S/. 409.25 0.00 0.00 0.00 0.00 S/. 409.25 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.02.04 EXTENDIDO, RIEGO Y COMPACTADO m2 S/. 397.23 0.00 0.00 0.00 0.00 S/. 397.23 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.02.05 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 396.17 0.00 0.00 0.00 0.00 S/. 396.17 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.03 OBRAS DE CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.03.01 CANALETA - ENCONFRADO Y DESENCOFRADO m2 S/. 4,087.21 0.00 0.00 0.00 0.00 S/. 4,087.21 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.03.02 CANALETA - CONCRETO f'c=175 kg/cm2 m3 S/. 8,008.89 0.00 0.00 0.00 0.00 S/. 8,008.89 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.01.03.03 JUNTAS DE DILATACION m S/. 436.54 0.00 0.00 0.00 0.00 S/. 436.54 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02 CANAL DE RIEGO Y AGUAS PLUVIALES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.01.01 LIMPIEZA DE TERRENO MANUAL m2 S/. 3.63 0.00 0.00 0.00 0.00 S/. 3.63 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.01.02 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 31.03 0.00 0.00 0.00 0.00 S/. 31.03 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.01.03 DEMOLICION DE CANAL EXISTENTE m3 S/. 139.86 0.00 0.00 0.00 0.00 S/. 139.86 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 251.00 0.00 0.00 0.00 0.00 S/. 251.00 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.02.02 RELLENO CON MATERIAL DE PRESTAMO m3 S/. 43.49 0.00 0.00 0.00 0.00 S/. 43.49 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.02.03 EXTENDIDO, RIEGO Y COMPACTADO m2 S/. 33.52 0.00 0.00 0.00 0.00 S/. 33.52 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.02.04 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 18.91 0.00 0.00 0.00 0.00 S/. 18.91 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.03 OBRAS DE CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.03.01 CANAL - ENCONFRADO Y DESENCOFRADO m2 S/. 1,940.27 0.00 0.00 0.00 0.00 S/. 413.66 (21.32%) S/. 1,526.61 (78.68%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.03.02 CANAL - CONCRETO f'c=175 kg/cm2 m3 S/. 1,208.83 0.00 0.00 0.00 0.00 0.00 S/. 1,208.83 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.02.03.03 JUNTAS DE DILATACION m S/. 55.66 0.00 0.00 0.00 0.00 0.00 S/. 55.66 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03 ALCANTARILLA DE CONCRETO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.01 CAJAS RECEPTORA S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.01.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.01.01.01 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 1.73 0.00 0.00 0.00 0.00 S/. 1.73 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.01.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.01.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 39.81 0.00 0.00 0.00 0.00 S/. 39.81 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.01.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 20.06 0.00 0.00 0.00 0.00 S/. 20.06 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.01.03 CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.01.03.01 SOLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m m3 S/. 7.27 0.00 0.00 0.00 0.00 S/. 7.27 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.01.04 CONCRETO ARMADO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.01.04.01 CAJA - CONCRETO 210 kg/cm2 m3 S/. 157.79 0.00 0.00 0.00 0.00 S/. 157.79 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.01.04.02 CAJA - ENCONFRADO Y DESENCOFRADO m2 S/. 327.99 0.00 0.00 0.00 0.00 S/. 327.99 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.01.04.03 CAJA - ACERO DE REFUERZO fy=4200 kg/cm2. kg S/. 146.53 0.00 0.00 0.00 0.00 S/. 146.53 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.02 ALCANTARILLA METALICA TMC 18" S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.00




S/.

06.03.02.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.02.01.01 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 9.89 0.00 0.00 0.00 0.00 S/. 9.89 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.02.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.02.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 293.11 0.00 0.00 0.00 0.00 S/. 293.11 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.02.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 146.43 0.00 0.00 0.00 0.00 S/. 146.43 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.02.02.03 CAMA DE APOYO PARA TUBERIAS DE REDES EXTERNAS m S/. 6.47 0.00 0.00 0.00 0.00 S/. 6.47 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.02.02.04 RELLENO COMPACTADO MANUAL- CON MATERIAL DE PRESTAMO/ PROTECCION DEL TUBO m S/. 15.12 0.00 0.00 0.00 0.00 S/. 15.12 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.02.03 ALCANTARILLA METALICA TMC 18" S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.02.03.01 ALCANTARILLA TMC D=18" C=16 R=14 m/día m S/. 1,005.97 0.00 0.00 0.00 0.00 S/. 1,005.97 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.03 EMBOQUILADO DE CONCRETO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.03.01 TRABAJOS PRELIMINARES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.03.01.01 TRAZO Y REPLANTEO PRELIMINAR m2 S/. 5.14 0.00 0.00 0.00 0.00 S/. 5.14 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.03.02 MOVIMIENTO DE TIERRAS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.03.02.01 EXCAVACION MANUAL DE TERRENO COMPACTADO m3 S/. 34.62 0.00 0.00 0.00 0.00 S/. 34.62 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.03.02.02 ELIMINACION DE MATERIAL EXCEDENTE d=15km. m3 S/. 17.30 0.00 0.00 0.00 0.00 S/. 17.30 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.03.02.03 PERFILADO, RIEGO Y COMPACION DE SUB-RASANTE m2 S/. 7.66 0.00 0.00 0.00 0.00 S/. 7.66 (100%) 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.03.03 CONCRETO SIMPLE S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0006.03.03.03.01 EMBOQUILLADO - CONCRETO f'c=175 kg/cm2 + 30% PM h=0.20m m3 S/. 678.94 0.00 0.00 0.00 0.00 0.00 S/. 678.94 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0007 SEÑALIZACION Y SEGURIDAD EN PAVIMENTO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0007.01 SEÑALIZACION HORIZONTAL EN PAVIMENTO m2 S/. 1,143.90 0.00 0.00 0.00 0.00 0.00 S/. 1,143.90 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0008 PRUEBA DE LABORATORIO S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0008.01 PRUEBA DE CALIDAD DEL CONCRETO (PRUEBA A LA COMPRESION) u S/. 360.00 0.00 0.00 0.00 0.00 0.00 S/. 360.00 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0008.02 DISEÑO DE MEZCLA u S/. 1,469.60 0.00 0.00 0.00 0.00 0.00 S/. 1,469.60 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0008.03 PRUEBA DE COMPACTACION DE SUELOS (PROCTOR MODIFICADO) u S/. 300.00 0.00 0.00 0.00 0.00 0.00 S/. 300.00 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0009 VARIOS S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0009.01 NIVELACION DE BUZONES EN GENERAL u S/. 814.23 0.00 0.00 0.00 0.00 0.00 S/. 814.23 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0010 FLETES S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0010.01 FLETE TERRESTRE glb S/. 1,000.00 S/. 1,000.00 (100%) 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0011 IMPACTO AMBIENTAL S/. - 0.00 0.00 0.00 0.00 0.00 0.000 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.0011.01 IMPACTO AMBIENTAL S/. 4,061.33 0.00 0.00 0.00 0.00 0.00 S/. 4,061.33 (100%)0 0 0 S/. - 0.00 0.00 0.00 0.00 0.00 0.00

COSTO DIRECTO 729,239.69 3,543.68 141,926.11 266,600.98 187,978.90 114,206.76 14,983.27GASTOS GENERALES 78,313.30 283.49 11,354.09 21,328.08 15,038.31 12,264.70 1,609.06GASTOS DE SUPERVISION 10,770.00 248.06 9,934.83 18,662.07 13,158.52 12,264.70 1,609.06GASTOS DE LIQUIDACION 6,000.00 29.16 1,167.73 2,193.53 1,546.64 939.66 123.28TOTAL DE OBRA (VALOR REFERENCIAL) 824,322.99 4,104.38 164,382.75 308,784.65 217,722.38 139,675.83 18,324.67EXPEDIENTE TECNICO 9,900.00 ###COSTO TOTAL DE OBRA 834,222.99 4,104.38 164,382.75 308,784.65 217,722.38 140,615.49 18,447.94AVANCE MENSUAL (%) 100.00% 0.48% 19.23% 36.12% 25.47% 15.48% 2.03%AVANCE ACUMULADO (%) 100.00% 0.48% 19.71% 55.84% 81.31% 96.78% 100.00%

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