CRONOGRAMA ACTUALIZADO DE OBRA

ITEMS DESCRIPCION PARTIDA U.M. CANTJUNIO JULIO AGOSTO SETIEMBRE OCTUBRE NOVIEMBRE DICEMBRE

Sema.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.101.00.00 VIAS VEHICULARES01.01.00 OBRAS PROVISIONALES01.01.01 CARTEL DE IDENTIFIACION DE OBRA DE 3.60 X 2.40m UND 1.00 554.52 S/. 554.52 S/. 554.52

01.01.02 ALMACEN DE OBRA MES 5.00 220.00 S/. 1,100.00 S/. 220.00 S/. 220.00 S/. 220.00 S/. 220.00 S/. 220.00

01.01.03 MOVILIZACIÓN DE MAQ. - HERRAMIENT. A LA OBRA UND 1.00 3,047.28 S/. 3,047.28 S/. 1,015.76 S/. 1,015.76 S/. 1,015.76

01.02.00 TRABAJOS PRELIMINARES S/. 5,155.7601.02.01 TRAZO, NIVELACIÓN Y REPLANTEO PRELIMINAR M2 5,104.71 1.01 S/. 5,155.76 S/. 2,577.88 S/. 2,577.88

01.03.00 MOVIMIENTO DE TIERRAS S/. 100,932.9601.03.01 DEMOLICION DE VEREDAS DE CONCRETO M2 719.18 39.57 S/. 28,457.95 S/. 9,485.98 S/. 9,485.98 S/. 9,485.98

01.03.02 TRAZO, NIVELACIÓN Y REPLANTEO DURANTE LA CONSTRUCCIÓN M2 3,181.92 1.01 S/. 3,213.74 S/. 1,071.25 S/. 1,071.25 S/. 1,071.25

01.03.03 CORTE DE TERRENO A NIVEL DE SUB-RAZANTE M3 1,827.50 7.37 S/. 13,468.68 S/. 4,489.56 S/. 4,489.56 S/. 4,489.56

01.03.04 RELLENO DE TERRENO A NIVEL SUBRASANTE M3 1.62 133.38 S/. 216.08 S/. 216.08

01.03.05 EXTENDIDO Y COMPACTADO DE SUB RAZANTE (0.20MTS) M2 3,181.92 4.97 S/. 15,814.14 S/. 7,907.07 S/. 7,907.07

01.03.06 ELIMINACION DE MATERIAL EXCEDENTE HASTA 4 KM M3 804.70 39.29 S/. 31,616.66 S/. 15,808.33 S/. 15,808.33

01.03.07 PERFILADO Y COMPACTADO DE SUBRAZANTE M2 3,181.92 2.03 S/. 6,459.30 S/. 2,153.10 S/. 2,153.10 S/. 2,153.10

01.03.08 RIEGO R= 67 M3/DIA M2 3,181.92 0.53 S/. 1,686.42 S/. 562.14 S/. 562.14 S/. 562.14

01.04.00 MURO DE CONCRETO CICLOPEO S/. 14,879.7801.04.01 TRAZO, NIVELACION Y REPLANTEO DURANTE LA CONSTRUCCIÓN M2 28.50 1.01 S/. 28.79 S/. 28.79

01.04.02 EXCAVACIÓN MANUAL DE TERRENO M3 60.45 16.23 S/. 981.10 S/. 981.10

01.04.03 CONCRETO MEZCLA C:H 1:10 EN SOLADOS M3 28.50 239.75 S/. 6,832.88 S/. 6,832.88

01.04.04 ENCOFRADO Y DESENCODRADO EN MUROS DE CONTENCIÓN M2 32.50 21.91 S/. 712.08 S/. 712.08

01.04.05 MURO DE MAMPOSTERIA CON 70% PM+ C° 175 KG/CM2 M3 34.93 175.01 S/. 6,113.10 S/. 3,056.55 S/. 3,056.55

01.04.06 CURADO DE CONCRETO EN MURO DE CONTENCIÓN M2 84.00 0.40 S/. 33.60 S/. 33.60

01.04.07 RELLENO Y COMPACTADO CON MATERIAL PROPIO M3 12.06 14.78 S/. 178.25 S/. 178.25

01.05.00 BASE E= 0.15MTS S/. 50,667.0101.05.01 TRAZO, NIVELACIÓN Y REPLANTEO DURANTE LA CONSTRUCCIÓN M2 3,181.92 1.01 S/. 3,213.74 S/. 1,071.25 S/. 1,071.25 S/. 1,071.25

01.05.02 EXTRACCION Y APILAMIENTO DE MATERIAL DE CANTERA M3 620.48 14.99 S/. 9,301.00 S/. 3,100.33 S/. 3,100.33 S/. 3,100.33

01.05.03 CARGUIO DE MATERIAL M3 620.48 3.62 S/. 2,246.14 S/. 748.71 S/. 748.71 S/. 748.71

01.05.04 TRANSPORTE DE MATERIAL M3 620.48 13.92 S/. 8,637.08 S/. 2,879.03 S/. 2,879.03 S/. 2,879.03

01.05.05 PERFILADO Y COMPACTADO DE BASE M2 3,181.92 6.44 S/. 20,491.56 S/. 6,830.52 S/. 6,830.52 S/. 6,830.52

01.05.06 RIEGO CON EQUIPO M2 3,181.92 2.13 S/. 6,777.49 S/. 2,259.16 S/. 2,259.16 S/. 2,259.16

01.06.00 SUPERFICIE DE RODAD. PAV. RIGIDO E= 20CM S/. 333,079.7501.06.01 TRAZO, NIVELACIÓN Y REPLANTEO DURANTE LA CONSTRUCCIÓN M2 3,181.92 1.01 S/. 3,213.74 S/. 1,071.25 S/. 1,071.25 S/. 1,071.25

01.06.02 ENCOFRADO Y DESENCOFRADO DE LOSA DE CONCRETO M2 326.67 21.91 S/. 7,157.34 S/. 1,789.33 S/. 1,789.33 S/. 1,789.33 S/. 1,789.33

01.06.03 CONCRETO F´C = 210 KG/CM2 M3 636.38 413.97 S/. 263,442.23 S/. 65,860.56 S/. 65,860.56 S/. 65,860.56 S/. 65,860.56

01.06.04 ACERO DE 1/2" PARA JUNTAS LONGITUDINALES KG 571.20 5.48 S/. 3,130.18 S/. 1,565.09 S/. 1,565.09

01.06.05 ACERO DE 3/4" PARA JUNTAS TRANSVERSALES KG 3,950.89 5.48 S/. 21,650.88 S/. 10,825.44 S/. 10,825.44

01.06.06 ACERO DE 1/2" PARA JUNTAS DE DILATACIÓN KG 146.17 5.48 S/. 801.01 S/. 400.51 S/. 400.51

01.06.07 ACERO DE TEMPERATURA DE 1/4" MALLA DE 0.40X0.40M KG 3,945.59 5.62 S/. 22,174.22 ### ###

01.06.08 CURADO DE CONCRETO CON ADITIVO M2 3,181.92 1.39 S/. 4,422.87 S/. 491.43 S/. 491.43 S/. 491.43 S/. 491.43 S/. 491.43 S/. 491.43 S/. 491.43 S/. 491.43

01.06.09 SELLADO DE JUNTAS TRANSVERSALES EN LOSA M 1,060.64 4.67 S/. 4,953.19 S/. 1,651.06 S/. 1,651.06

01.06.10 SELLADO DE JUNTAS LONGITUDINALES EN LOSA M 575.23 3.71 S/. 2,134.10 S/. 711.37 S/. 711.37

01.07.00 CONTROL DE CALIDAD S/. 1,896.0001.07.01 DISEÑO DE MEZCLAS M2 2.00 500.00 S/. 1,000.00 S/. 1,000.00

01.07.02 PRUEBA DE COMPRESION SIMPLE (ROTURA DE BRIQUETAS) M3 20.00 34.30 S/. 686.00 S/. 171.50 S/. 171.50 S/. 171.50

01.07.03 PRUEBA DE COMPACTACIÓN EN CAMPO (DENSIDAD DE CAMPO) M2 7.00 30.00 S/. 210.00 S/. 30.00 S/. 30.00 S/. 30.00 S/. 30.00 S/. 30.00 S/. 30.00 S/. 30.00

01.08.00 ENCIMADO DE BUZONES S/. 1,974.3701.08.01 ENCOFRADO Y DESENCOFRADO NORMAL M2 6.78 18.59 S/. 126.04 S/. 126.04

01.08.02 CONCRETO F´C = 210 kg/cm2 M 2.36 413.97 S/. 976.97 S/. 976.97

01.08.03 ACERO F´Y = 4200 kg/cm2 M 156.72 5.56 S/. 871.36 S/. 871.36

02.00.00 VIAS PEATONALES

02.01.00 VEREDAS DE CONCRETO S/. 104,165.5302.01.01 TRAZO, NIVELACIÓN Y REPLANTEO DURANTE EL PROCESO M2 1,322.20 1.19 S/. 1,573.42 S/. 524.47 S/. 524.47 S/. 524.47

02.01.02 CORTE SUPERFICIAL MANUAL HASTA 0.20M M2 1,322.20 2.58 S/. 3,411.28 S/. 1,137.09 S/. 1,137.09 S/. 1,137.09

02.01.03 RELLENO Y COMPACTADO CON MATERIAL PROPIO M3 56.71 14.78 S/. 838.17 S/. 209.54 S/. 209.54 S/. 209.54 S/. 209.54

02.01.04 ENCOFRADO Y DESENCOFRADO EN VEREDAS M2 252.11 18.59 S/. 4,686.72 S/. 1,171.68 S/. 1,171.68 S/. 1,171.68 S/. 1,171.68

02.01.05 BASE DE PIEDRA E= 6" M2 1,322.20 13.79 S/. 18,233.14 S/. 4,558.28 S/. 4,558.28 S/. 4,558.28 S/. 4,558.28

02.01.06 CONCRETO F´C = 175 kg/cm2 M3 145.44 344.91 S/. 50,163.71 S/. 12,540.93 S/. 12,540.93 S/. 12,540.93 S/. 12,540.93

02.01.07 BRUÑADO M 1,701.27 1.96 S/. 3,334.49 S/. 833.62 S/. 833.62 S/. 833.62 S/. 833.62

02.01.08 CURADO DE CONCRETO AON ADITIVO M2 1,322.20 1.39 S/. 1,837.86 S/. 459.46 S/. 459.46 S/. 459.46 S/. 459.46

02.01.09 SELLADO DE JUNTAS EN VEREDAS e= 0.02 M. H= 0.05 m. M 440.73 6.42 S/. 2,829.49 S/. 707.37 S/. 707.37 S/. 707.37 S/. 707.37

02.01.10 TRASLADO MANUAL DE DESMONTE HASTA 4 km. DE DISTANCIA M3 343.77 10.91 S/. 3,750.53 S/. 937.63 S/. 937.63 S/. 937.63 S/. 937.63

PRECIOUNITARIO

SUB TOTAL PROGRAMADO

02.01.11 ELIMINACIÓN DE DESMONTE HASTA 4 km. DE DISTANCIA M3 343.77 39.29 S/. 13,506.72 S/. 3,376.68 S/. 3,376.68 S/. 3,376.68 S/. 3,376.68

02.02.00 SARDINELES S/. 62,107.2402.02.01 TRAZO, NIVELACIÓN Y REPLANTEO DURANTE EL PROCESO M2 214.15 1.19 S/. 254.84 S/. 84.95 S/. 84.95 S/. 84.95

02.02.02 EXCAVACIÓN MANUAL DE ZANJAS h= 0.45 m M3 96.37 16.23 S/. 1,564.09 S/. 521.36 S/. 521.36 S/. 521.36

02.02.03 ENCOFRADO Y DESENCOFRADO DE SARDINELES M2 642.45 29.95 S/. 19,241.38 S/. 6,413.79 S/. 6,413.79 S/. 6,413.79

02.02.04 CONCRETO F´C = 175 kg/cm2 M3 96.37 344.91 S/. 33,238.98 S/. 11,079.66 S/. 11,079.66 S/. 11,079.66

02.02.05 CURADO DE CONCRETO CON ADITIVO M2 927.99 1.39 S/. 1,289.91 S/. 429.97 S/. 429.97 S/. 429.97

02.02.06 SELLADO DE JUNTAS EN SARDINELES e=0.02 m. h=0.05 M 307.16 6.99 S/. 2,147.05 S/. 536.76 S/. 536.76 S/. 536.76

02.02.07 ELIMINACIÓN DE DESMONTE HASTA 4 km. DE DISTANCIA M3 111.25 39.29 S/. 4,371.01 S/. 1,092.75 S/. 1,092.75 S/. 1,092.75

02.03.00 TRATAMIENTO DE AREAS VERDES S/. 3,352.0202.03.01 TRAZO, NIVELACIÓN Y REPLANTEO DURANTE EL PROCESO M2 283.11 1.19 S/. 336.90 S/. 168.45 S/. 168.45

02.03.02 AREAS VERDES M2 283.11 10.65 S/. 3,015.12 S/. 1,005.04 S/. 1,005.04 S/. 1,005.04

03.00.00 EVACUACION DE AGUAS PLUVIALES03.01.00 SUMIDEROS S/. 2,064.6603.01.01 TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO M2 2.07 1.19 S/. 2.46 S/. 1.23 S/. 1.23

03.01.02 EXCAVACION MANUAL DE ZANJA M3 2.38 16.23 S/. 38.63 S/. 19.31 S/. 19.31

03.01.03 ELIMINACIÓN DE DESMONTE HASTA 4 km. DE DISTANCIA M3 2.38 39.29 S/. 93.51 S/. 46.76 S/. 46.76

03.01.04 NIVELACIÓN Y APISONADO DE ZANJA M2 2.07 0.95 S/. 1.97 S/. 0.98 S/. 0.98

03.01.05 CONCRETO F´C = 210 kg/cm2 M3 1.52 413.97 S/. 629.23 S/. 314.62 S/. 314.62

03.01.06 ENCOFRADO Y DESENCOFRADO DE SUMIDEROS M2 8.05 29.95 S/. 241.10 S/. 120.55 S/. 120.55

03.01.07 ACERO F´Y = 4200 kg/cm2 KG 44.22 5.56 S/. 245.86 S/. 122.93 S/. 122.93

03.01.08 TAPA DE SUMIDERO CON PLATINAS UND 2.00 400.00 S/. 800.00 S/. 400.00 S/. 400.00

03.01.09 CURADO DE CONCRETO CON ADITIVO M2 8.56 1.39 S/. 11.90 S/. 5.95 S/. 5.95

03.02.00 TENDIDO DE TUBERIAS S/. 9,246.3803.02.01 TRAZO , NIVELACIÓN Y REPLANTEO DURANTE EL PROCESO M2 85.80 1.19 S/. 102.10 S/. 51.05 S/. 51.05

03.02.02 EXCAVACIÓN MANUAL DE ZANJAS h= 0.45 m M3 85.80 13.92 S/. 1,194.34 S/. 597.17 S/. 597.17

03.02.03 REFINE Y APISONADO DE ZANJA M 143.00 1.22 S/. 174.46 S/. 87.23 S/. 87.23

03.02.04 CAMA DE APOYO PARA TUBERIA ( E=0.05) M2 7.15 5.88 S/. 42.04 S/. 21.02 S/. 21.02

03.02.05 TUBERIA PVC SAL 12" M 143.00 24.41 S/. 3,490.63 S/. 1,745.32 S/. 1,745.32

03.02.06 RELLENO MANUAL COMPACTADO (Material Propio) M3 85.80 49.45 S/. 4,242.81 S/. 2,121.41 S/. 2,121.41

03.03.00 CAJAS DE INSPECCIÓN S/. 1,560.4003.03.01 TRAZO, NIVELACION Y REPLANTEO DURANTE EL PROCESO M2 3.84 1.19 S/. 4.57 S/. 2.28 S/. 2.28

03.03.02 EXCAVACIÓN MANUAL DE ZANJAS M3 3.84 13.92 S/. 53.45 S/. 26.73 S/. 26.73

03.03.03 ELIMINACIÓN DE DESMONTE HASTA 4 km. DE DISTANCIA M3 3.84 39.29 S/. 150.87 S/. 75.44 S/. 75.44

03.03.04 NIVELACIÓN Y APISONADO DE ZANJA M2 3.84 0.95 S/. 3.65 S/. 1.82 S/. 1.82

03.03.05 ENCOFRADO Y DESENCOFRADO DE CJAS DE INSPECCIÓN M2 12.80 29.95 S/. 383.36 S/. 191.68 S/. 191.68

03.03.06 CONCRETO F´C = 175 kg/cm2 M3 0.46 344.91 S/. 158.66 S/. 79.33 S/. 79.33

03.03.07 CURADO DE CONCRETO CON ADITIVO M2 4.20 1.39 S/. 5.84 S/. 2.92 S/. 2.92

03.03.08 TAPA METALICA UND 4.00 200.00 S/. 800.00 S/. 400.00 S/. 400.00

03.04.00 MITIGACIÓN DE IMPACTOS S/. 9,891.5703.04.01 DESMONTAJE Y ABANDONO DE OBRA GLB 1.00 498.90 S/. 498.90 S/. 249.45

03.04.02 LIMPIEZA PERMANTE DE OBRA M2 5,104.71 0.92 S/. 4,696.33 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68 S/. 195.68

03.04.03 LIMPIEZA FINAL DE OBRA M2 5,104.71 0.92 S/. 4,696.33 S/. 2,348.17

03.05.00 PLACA RECORDATORIA S/. 250.0003.05.01 PLACA RECORDATORIA DE LA OBRA GLB 1.00 250.00 S/. 250.0003.06.00 FLETE S/. 5,000.0003.06.01 FLETE TERRESTRE GLB 1.00 5,000.00 S/. 5,000.00 S/. 1,000.00 S/. 1,000.00 S/. 1,000.00 S/. 1,000.00 S/. 1,000.00

COSTO DIRECTO S/. 710,925.28 S/. 33,768.91 S/. 53,375.91 S/. 46,266.83 S/. 91,908.41 S/. 187,944.11 S/. 213,001.60 S/. 84,659.52

GASTOS GENERALES S/. 84,641.89 S/. 4,020.49 S/. 6,354.87 S/. 5,508.47 S/. 10,942.50 S/. 22,376.39 S/. 25,359.71 S/. 10,079.46

GASTOS DE SUPERVISION S/. 24,727.35 S/. 1,174.55 S/. 1,856.52 S/. 1,609.25 S/. 3,196.75 S/. 6,537.06 S/. 7,408.61 S/. 2,944.62

EXPEDIENTE TÉCNICO S/. 5,000.00 S/. 237.50 S/. 375.40 S/. 325.40 S/. 646.40 S/. 1,321.83 S/. 1,498.06 S/. 595.42

GASTOS DE LIQUIDACIÓN S/. 4,547.50 S/. 216.01 S/. 341.42 S/. 295.95 S/. 587.90 S/. 1,202.20 S/. 1,362.48 S/. 541.53

TOTAL PROGRAMADO S/. 829,842.02 S/. 39,417.45 S/. 62,304.12 S/. 54,005.89 S/. 107,281.96 S/. 219,381.59 S/. 248,630.46 98,820.55

CRONOGRAMA DE ADICIONAL 01 POR MAYORES METRADOS

ITEMS DESCRIPCION PARTIDA U.M. CANTJUNIO JULIO AGOSTO SETIEMBRE OCTUBRE NOVIEMBRE DICEMBRE

Sema.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.101.03.00 MOVIMIENTO DE TIERRAS01.03.06 ELIMINACION DE MATERIAL EXCEDENTE HASTA 4 KM M3 1,388.30 39.29 S/. 54,546.31 S/. 27,273.16 S/. 27,273.16

03.01.00 SUMIDEROS03.01.01 TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO M2 6.21 1.19 S/. 7.39 S/. 7.39

PRECIOUNITARIO

SUB TOTAL MAYOR METRADO

03.01.02 EXCAVACION MANUAL DE ZANJA M3 7.14 16.23 S/. 115.88 S/. 115.88

03.01.03 ELIMINACIÓN DE DESMONTE HASTA 4 km. DE DISTANCIA M3 7.14 39.29 S/. 280.53 S/. 280.53

03.01.04 NIVELACIÓN Y APISONADO DE ZANJA M2 6.21 0.95 S/. 5.90 S/. 5.90

03.01.05 CONCRETO F´C = 210 kg/cm2 M3 4.55 413.97 S/. 1,883.56 S/. 1,883.56

03.01.06 ENCOFRADO Y DESENCOFRADO DE SUMIDEROS M2 24.15 29.95 S/. 723.29 S/. 723.29

03.01.07 ACERO F´Y = 4200 kg/cm2 KG 132.66 5.56 S/. 737.59 S/. 737.59

03.01.08 TAPA DE SUMIDERO CON PLATINAS UND 6.00 400.00 S/. 2,400.00 S/. 2,400.00

03.01.09 CURADO DE CONCRETO CON ADITIVO M2 25.68 1.39 S/. 35.70 S/. 35.70

03.03.00 CAJAS DE INSPECCIÓN

03.03.01 TRAZO, NIVELACION Y REPLANTEO DURANTE EL PROCESO M2 1.92 1.19 S/. 2.28 S/. 2.28

03.03.02 EXCAVACIÓN MANUAL DE ZANJAS M3 1.92 13.92 S/. 26.73 S/. 26.73

03.03.03 ELIMINACIÓN DE DESMONTE HASTA 4 km. DE DISTANCIA M3 1.92 39.29 S/. 75.44 S/. 75.44

03.03.04 NIVELACIÓN Y APISONADO DE ZANJA M2 1.92 0.95 S/. 1.82 S/. 1.82

03.03.05 ENCOFRADO Y DESENCOFRADO DE CJAS DE INSPECCIÓN M2 6.40 29.95 S/. 191.68 S/. 191.68

03.03.06 CONCRETO F´C = 175 kg/cm2 M3 0.23 344.91 S/. 79.33 S/. 79.33

03.03.07 CURADO DE CONCRETO CON ADITIVO M2 2.10 1.39 S/. 2.92 S/. 2.92

03.03.08 TAPA METALICA UND 2.00 200.00 S/. 400.00 S/. 400.00

COSTO DIRECTO S/. 61,516.35 S/. 0.00 S/. 27,273.16 S/. 27,273.16 S/. 0.00 S/. 123.27 S/. 6,371.33 S/. 475.44

GASTOS GENERALES S/. 7,324.06 S/. 0.00 S/. 3,247.11 S/. 3,247.11 S/. 0.00 S/. 14.68 S/. 758.56 S/. 56.61

GASTOS DE SUPERVISION S/. 2,139.54 S/. 0.00 S/. 948.61 S/. 948.61 S/. 0.00 S/. 4.29 S/. 221.61 S/. 16.54

TOTAL MAYOR METRADO S/. 70,979.95 S/. 0.00 S/. 31,468.88 S/. 31,468.76 S/. 0.00 S/. 142.23 S/. 7,351.50 548.58

% 100.00% 0.00% 44.33% 44.33% 0.00% 0.20% 10.36% 0.77%

CRONOGRAMA DE ADICIONAL 01 POR PARTIDAS NUEVAS

ITEMS DESCRIPCION PARTIDA U.M. CANTJUNIO JULIO AGOSTO SETIEMBRE OCTUBRE NOVIEMBRE DICEMBRE

Sema.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1 Sem.2 Sem.3 Sem.4 Sem.1ADICIONAL Nº 01 OBRAS NUEVAS

04.01.00 RED MATRIZ DE DESAGUE

04.01.01 TRAZO, NIVELACIÓN Y REPLANTEO PRELIMINAR M 638.42 1.19 S/. 759.72 S/. 379.86 S/. 379.86

04.01.02 EXCAVACIÓN MANUAL DE ZANJAS 0.60M X 0.80M M 638.42 7.79 S/. 4,973.29 S/. 1,657.76 S/. 1,657.76 S/. 1,657.76

04.01.03 REFINE Y NIVELACIÓN DE ZANJAS ANCHO= 0.60M M 638.42 0.95 S/. 606.50 S/. 202.17 S/. 202.17 S/. 202.17

04.01.04 CAMA DE APOYO M 638.42 0.61 S/. 389.44 S/. 129.81 S/. 129.81 S/. 129.81

04.01.05 ELIMINACIÓN DE MATERIAL EXCEDENTE HASTA 4KM M3 91.94 39.29 S/. 3,612.32 S/. 1,204.11 S/. 1,204.11 S/. 1,204.11

04.01.06 SUMINISTRO E INSTALACIÓN DE TUBERIA PVC UF ISO 4435 S-25 M 638.42 31.47 S/. 20,091.08 ### ###

04.01.07 RELLENO MANUAL COMPACTADO (material propio) M 638.42 25.38 S/. 16,203.10 S/. 8,101.55 S/. 8,101.55

INSTALACIÓN DE ACOMETIDAS DE AGUA Y DESAGUE USUARIOS

COSTO DIRECTO S/. 46,635.45 S/. 0.00 S/. 25,294.51 S/. 21,340.94 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00

GASTOS GENERALES S/. 5,552.36 S/. 0.00 S/. 3,011.53 S/. 2,540.83 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00

GASTOS DE SUPERVISION S/. 1,622.07 S/. 0.00 S/. 879.79 S/. 742.28 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00

TOTAL MAYOR PARTIDAS NUEVAS S/. 53,809.88 S/. 0.00 S/. 29,185.83 S/. 24,624.04 S/. 0.00 S/. 0.00 S/. 0.00 0.00

% 100.00% 0.00% 54.24% 45.76% 0.00% 0.00% 0.00% 0.00%

CRONOGRAMA TOTAL DE OBRA - PROGRAMADO Y ADICIONALESTOTAL JUNIO JULIO AGOSTO SETIEMBRE OCTUBRE NOVIEMBRE DICEMBRE

COSTO DIRECTO S/. 819,077.07 S/. 33,768.91 S/. 105,943.57 S/. 94,880.92 S/. 91,908.41 S/. 188,067.38 S/. 219,372.93 S/. 85,134.96

GASTOS GENERALES S/. 97,518.31 S/. 4,020.49 S/. 12,613.51 S/. 11,296.41 S/. 10,942.50 S/. 22,391.07 S/. 26,118.27 S/. 10,136.06

GASTOS DE SUPERVISION S/. 28,488.97 S/. 1,174.55 S/. 3,684.92 S/. 3,300.14 S/. 3,196.75 S/. 6,541.35 S/. 7,630.21 S/. 2,961.16

EXPEDIENTE TÉCNICO S/. 5,000.00 S/. 237.50 S/. 375.40 S/. 325.40 S/. 646.40 S/. 1,321.83 S/. 1,498.06 S/. 595.42

GASTOS DE LIQUIDACIÓN S/. 4,547.50 S/. 216.01 S/. 341.42 S/. 295.95 S/. 587.90 S/. 1,202.20 S/. 1,362.48 S/. 541.53

PRECIO UNITARIO

TOTAL PARTIDAS NUEVAS

TOTAL S/. 954,631.85 S/. 39,417.45 S/. 122,958.83 S/. 110,098.81 S/. 107,281.96 S/. 219,523.82 S/. 255,981.96 99,369.13

% 100.00% 4.13% 12.88% 11.53% 11.24% 23.00% 26.81% 10.41%

CRONOGRAMA ACTUALIZADO DE OBRADICEMBRE

Sem.2

S/. 491.43

S/. 1,651.06

S/. 711.37

S/. 171.50

S/. 536.76

S/. 1,092.75

S/. 249.45

S/. 195.68

S/. 2,348.17

S/. 250.00

S/. 84,659.52

S/. 10,079.46

S/. 2,944.62

S/. 595.42

S/. 541.53

98,820.55

CRONOGRAMA DE ADICIONAL 01 POR MAYORES METRADOSDICEMBRE

Sem.2

S/. 475.44

S/. 56.61

S/. 16.54

548.58

0.77%

CRONOGRAMA DE ADICIONAL 01 POR PARTIDAS NUEVASDICEMBRE

Sem.2

S/. 0.00

S/. 0.00

S/. 0.00

0.00

0.00%

CRONOGRAMA TOTAL DE OBRA - PROGRAMADO Y ADICIONALESDICEMBRE

S/. 85,134.96

S/. 10,136.06

S/. 2,961.16

S/. 595.42

S/. 541.53

99,369.13

10.41%