cronogramas apvchaparral-cusco

COSTO AFEBRERO DEL 2015

DESCRIPCION PARTIDA UNID. METRADO P.UNITARIO PARCIALINCIDENCIAS(%/s/.)MES 01 MES 02 MES 03 MES 04 MES 05 MES 06 MES 07 MES 08

I II III IV I II III IV I II III IV I II III IV I II III IV I II III IV I II III IV I II III IV

COMPONENTE 01 ADECUADA TRANSITABILIDAD VEHICULAROBRAS PROVICIONALES 100%

Cartel de Identificacion de Obra und 1.00 637.29 637.29 13% 13% 13% 13% 13% 13% 13% 13%

Almacen en Obra mes 8.00 800.00 6,400.00 TRABAJOS PRELIMINARES 100%

Transporte de materiales a obra GLB 1.00 4,000.00 4,000.00 25% 25% 25% 25%

Movilizacion y desmovilizacion de equipo a obra.GLB 2.00 2,867.96 5,735.92 100%

Trazo y Replanteo Preliminar m2 7,946.69 1.76 13,986.17 40% 40% 20%

Limpieza de Terreno Manual m2 7,946.69 2.10 16,688.05 SEGURIDAD EN OBRA 100%

ELABORACION DEL PLAN DE SEGURIDAD GLB 1.00 1,000.00 1,000.00 100%

EQUIPO DE PROTECCION INDIVIDUAL GLB 1.00 9,336.00 9,336.00 100%

EQUIPO DE PROTECCION COLECTIVA GLB 1.00 2,452.00 2,452.00 100%

SEÑALIZACION TEMPORAL DE SEGURIDA GLB 1.00 1,084.00 1,084.00 50% 50%

CAPACITACION EN SEGURIDAD Y SALUD GLB 2.00 1,600.00 3,200.00 MOVIMIENTO DE TIERRASSUB RASANTE 40% 30% 30%

Trazo, niveles y replanteo durante la ejecucion m2 3945.12 1.88 7,416.83 40% 30% 30%

EXCAVACION MASIVA A MAQUINA EN TERm3 3096.92 13.84 42,861.37 40% 30% 30%

Eliminacion Material Excedente con Equipo m3 4026 19.4 78,104.40

25% 25% 25% 25%

Perfilados, riego y Compactado de Sub-Rasante m2 3945.12 5.93 23,394.56 25% 25% 25% 25%

Prueba Compactacion Suelos (Proctor Modificad und 20 55 1,100.00 CONFORMACION DE BASE 25% 25% 25% 25%

Trazo, niveles y replanteo durante la ejecucion m2 3945.12 1.88 7,416.83 25% 25% 25% 25%

PROVISION DE MATERIAL DE AFIRMADO m3 1420.24 45 63,910.80 25% 25% 25% 25%

Conformacion de base (e=0.30m) m2 3945.12 6.66 26,274.50 25% 25% 25% 25%

Prueba Compactacion Suelos (Proctor Modificad und 20 55 1,100.00 PAVIMENTOLOSA DE CONCRETO RIGIDA 20% 30% 30% 20%

Trazo, niveles y replanteo durante la ejecucion m2 3,945.12 1.88 7,416.83

20% 30% 30% 20%

Encofrado y Desencofrado Losa de Pavimento m2 429.20 47.35 20,322.62 20% 30% 30% 20%

Acero Corrugado de 1/4" f`y=4200 kg/cm2 para kg 4,931.40 5.62 27,714.47 20% 30% 30% 20%

Acero Corrugado de 3/4" f`y=4200 kg/cm2 para Jukg 2,785.81 4.68 13,037.59

20% 30% 30% 20%

Acero Liso de 3/4" para Junta de Contraccion Tr kg 4,408.67 7.37 32,491.90 20% 30% 30% 20%

Acero Liso de 3/4" para Junta de Dilatacion kg 489.85 7.37 3,610.19 20% 30% 30% 20%

CONCRETO EN LOSAS MACIZAS F'C=210 K m3 789.02 423.89 334,457.69 20% 30% 30% 20%

Curado y cuidado del Pavimento m2 3,945.12 0.29 1,144.08 100%

Sellado de Juntas m 2,146.01 6.58 14,120.75

MUNICIPALIDAD DISTRITAL DE SAN SEBASTIAN

MEJORAMIENTO DE LA TRANSITABILIDAD VEHICULAR Y PEATONAL EN LAS CALLES 01,02,03,04 Y PASAJES 01,02,03 Y 04 DE LA APV VILLA EL CHAPARRAL

META FISICA : 100%

DESCRIPCION / RECURSOS






META FISICA : 100%


100%

Encofrado y Desencofrado Caravista p/dados de m2 4.00 39.74 158.96 100%

CONCRETO EN DADOS DE CONCRETO F'C=2m3 0.50 423.89 211.95 20% 30% 30% 20%

Prueba de calidad del Concreto (prueba a la Compund 48.00 28.00 1,344.00 DEMARCACION DE PAVIMENTO 100%

Demarcación de cruces de vía m2 238.00 9.11 2,168.18 100%

Demarcación de Pavimento (linea central y bordem2 698.06 7.19 5,019.05 ENCIMADOS DE BUZONES 50% 50%

Encimados de Buzones und 28.00 797.72 22,336.16 MURO DE CONTENCION 50% 50%

Trazo, niveles y replanteo m2 20.17 1.89 38.12 50% 50%

Excavacion Manual m3 87.08 24.00 2,089.92 40% 60%

Nivelacion y Apisonados Manual de Fondos m2 20.07 2.67 53.59 40% 60%

RELLENO COMPACTADO CON MATERIAL m3 59.32 32.00 1,898.24 40% 60%

SOLADO DE 2" MEZCLA 1:12 CEMENTO-H m2 20.07 24.06 482.88 100%

Eliminacion Material Excedente con Equipo m3 36.09 19.40 700.15 30% 70%

ENCOFRADO Y DESENCOF MUROS CARAVIm2 86.97 40.61 3,531.85 50% 50%

ACERO GRADO 60 EN MUROS TABIQUES Ykg 448.74 4.53 2,032.79 30% 70%

Concreto f`c 210 kg/cm2 en Muros Reforzados m3 19.29 420.55 8,112.41 30% 70%

Tuberia Cribada para drenaje de 4" m 15.15 16.77 254.07 100%

COLOCACION DE GEO DREN m2 35.12 49.99 1,755.65 30% 70%

JUNTA DE CONSTRUCCION CON TEKNOPOm2 1.73 36.52 63.18 100%

Barandas metalicas de Fº Gº de 2" h=1.2m S/D m 11.00 267.09 2,937.99 . 100%

PINTURAS DE REJAS,BARANDAS,CERCOS m2 11.00 12.25 218.75 COMPONENTE 02 ADECUADA TRANSITABILIDAD PEATONALVEREDAS Y SARDINELESSARDINELES 30% 30% 20% 20%

Trazo, niveles y replanteo durante la ejecucion m2 471.05 1.88 885.57

30% 30% 20% 20%

Excavacion Manual de Zanjas m3 259.08 24.00 6,217.92

30% 30% 20% 20%

ACARREO DE MATERIAL EXCEDENTE EN CAm3 336.80 17.14 5,772.75 100%

ELIMINACION DE MATERIAL EXCEDENTE m3 336.80 17.14 5,772.75 100%

Encofrado y Desencofrado normal (en Sardinel) m2 2,512.25 41.59 104,484.48 20% 30% 30% 20%

Concreto f`c 175 kg/cm2 m3 259.08 401.22 103,948.08 20% 30% 30% 20%

Curado de concreto en Sardineles m 1,413.14 0.80 1,130.51 100%

Sellado de Juntas m 209.35 6.58 1,377.52 CONSTRUCCION Y MEJORAMIENTO DE VEREDAS 30% 30% 20% 20%

Trazo, niveles y replanteo m2 2,181.52 1.89 4,123.07 30% 30% 20% 20%






META FISICA : 100%


Excavacion Manual m3 436.30 24.00 10,471.20 30% 30% 20% 20%

ACARREO DE MATERIAL EXCEDENTE EN CAm3 567.20 17.14 9,721.81

30% 30% 20% 20%

Nivelacion y Apisonados Manual de Fondos m2 2,181.52 2.67 5,824.66

20% 30% 30% 20%

Encofrado y Desencofrado normal p` Veredas m2 167.25 39.52 6,609.72 20% 30% 30% 20%

Empedrados de Vereda E=4" m2 2,181.52 20.59 44,917.50 20% 30% 30% 20%

Concreto f`c 175 kg/cm2 m3 337.70 389.52 131,540.90 20% 30% 30% 20%

Curado y cuidado de losa m2 2,181.52 0.29 632.64 100%

Sellado de Juntas m 727.17 5.77 4,195.77

50% 50%

Prueba de calidad del Concreto (prueba a la Compund 22.00 28.00 616.00 REPOSICIONES DEL SISTEMA DE AGUA POTABLE Y DESAGUE 20% 30% 30% 20%

Reposicion de Conexiones Domiciliarias A.P. und 112.00 161.85 18,127.20 20% 30% 30% 20%

REPOSICION DE CONEXIONES DOMICILIA und 112.00 155.51 17,417.12 50% 50%

Reubicacion de postes de Concreto Luz y Telefo und 10.00 441.81 4,418.10 COMPONENTE 03 ADECUADO SISTEMA DE EVACUACION DE AGUAS PLUVIALES E IMPACTO AMBIENTALSISTEMA DE EVACUACION DE AGUAS PLUVIALESCANAL DE CONCRETO 50% 50%

Trazo, niveles y replanteo m2 473.68 1.89 895.26 100%

Excavacion Manual m3 375.71 24.00 9,017.04 100%

ACARREO DE MATERIAL EXCEDENTE EN CAm3 488.42 17.14 8,371.52 50% 50%

ENCOFRADO Y DESENCOF MUROS CARAVI m2 1,103.66 40.61 44,819.63 60% 40%

Concreto f`c 175 kg/cm2 m3 104.15 389.52 40,568.51 100%

CONCRETO EN TAPA CANAL F'C=210 KG/ m3 54.16 423.89 22,957.88 60% 40%

Acero Corrugado de 3/8" f`y=4200 kg/cm2 kg 7,709.74 4.81 37,083.85 60% 40%

Sellado de Juntas m 250.35 5.77 1,444.52 100%

Cama de apoyo con material seleccionado m3 11.66 38.83 452.76 100%

INSTALAC.TUBERIA P.V.C. ISO 4435 400 m 129.50 62.65 8,113.18 100%

RELLENO Y COMP.MAT.PROPIO EN ZANJA m3 45.89 42.80 1,964.09 CANAL SUMIDERO COLECTOR DEL SIST. EVAC. AGUAS PLUVIALES 50% 50%

Trazo, niveles y replanteo m2 65.15 1.89 123.13 50% 50%

Excavacion Manual m3 58.64 24.00 1,407.36 50% 50%

Nivelacion y Apisonados Manual de Fondos m2 65.15 2.67 173.95 100%

ACARREO DE MATERIAL EXCEDENTE EN CAm3 58.64 17.14 1,005.09 50% 50%

SOLADO DE 2" MEZCLA 1:12 CEMENTO-H m2 65.15 24.06 1,567.51 30% 70%

ENCOFRADO Y DESENCOF MUROS CARAVIm2 262.76 40.61 10,670.68 30% 70%

Concreto f`c 175 kg/cm2 m3 19.55 389.52 7,615.12






META FISICA : 100%


30% 70%

Acero Corrugado de 3/8" f`y=4200 kg/cm2 kg 524.12 4.81 2,521.02 100%

REJILLA SUMIDERO-PLAT 2"X2"X1/2" C/ M m2 66.81 1,126.33 75,250.11 IMPACTO AMBIENTAL 100%

REPOSICION DE INFRAESTRUCTURA AFE m3 1.00 8,000.00 8,000.00 80% 20%

Mejoramiento de terreno (Agrícola) m2 1,349.00 3.33 4,492.17 100%

Colocación de plantones und 1,198.00 17.42 20,869.16 100%

Limpieza final de Obra m2 7,946.69 2.26 17,959.52 100%

Eliminacion Material Excedente con Equipo m3 1,470.34 19.40 28,524.60 OBRAS COMPLEMENTARIAS 100%

Placa Recordatoria und 1.00 417.82 417.82 100%

ESTUDIOS PARA CONTROL CALIDAD und 1.00 5,510.00 5,510.00

S/. 1,675,823.46

RESUMEN AVANCE MENSUAL5.98% 10.51% 13.16% 9.24% 14.23% 20.77% 20.77% 10.09%

AVANCE ACUMULADO 5.9816% 16.49% 29.65% 38.89% 53.12% 73.89% 73.89% 83.98%

C R O N O G R A M A V A L O R I Z A D O D E O B R A


META FISICA : 100% FEBRERO DEL 2015

DESCRIPCION PARTIDA UNID.METRADOP.UNITARIO PARCIAL

MES 01 MES 02 MES 03 MES 04 MES 05 MES 06 MES 07 MES 08 TOTAL PERIODO

% AVANCE FINANC.COMPONENTE 01 ADECUADA TRANSITABILIDAD VEHICULAROBRAS PROVICIONALES S/. 0.00Cartel de Identificacion de Obra und 1.00 637.29 637.29 100% 637.29 637.29 0% 0.00 637.29 0% 0.00 637.29 0% 0.00 637.29 0% 0.00 637.29 0% 0.00 637.29 0% 0.00 637.29 0% 0.00 637.29 100% S/. 637.29

S/. 0.00Almacen en Obra mes 8.00 800.00 6,400.00 13% 800.00 800.00 13% 800.00 1600.00 13% 800.00 2400.00 13% 800.00 3200.00 13% 800.00 4000.00 13% 800.00 4800.00 13% 800.00 5600.00 13% 800.00 6400.00 100% S/. 6,400.00TRABAJOS PRELIMINARES S/. 0.00Transporte de materiales a obra GLB 1.00 4,000.00 4,000.00 100% 4000.00 4000.00 0% 0.00 4000.00 0% 0.00 4000.00 0% 0.00 4000.00 0% 0.00 4000.00 0% 0.00 4000.00 0% 0.00 4000.00 0% 0.00 4000.00 100% S/. 4,000.00

S/. 0.00Movilizacion y desmovilizacion de equipo a obra. GLB 2.00 2,867.96 5,735.92 25% 1433.98 1433.98 0% 0.00 1433.98 25% 1433.98 2867.96 0% 0.00 2867.96 25% 1433.98 4301.94 0% 0.00 4301.94 25% 1433.98 5735.92 0% 0.00 5735.92 100% S/. 5,735.92

S/. 0.00Trazo y Replanteo Preliminar m2 7,946.69 1.76 13,986.17 100% 13986.17 13986.17 0% 0.00 13986.17 0% 0.00 13986.17 0% 0.00 13986.17 0% 0.00 13986.17 0% 0.00 13986.17 0% 0.00 13986.17 0% 0.00 13986.17 100% S/. 13,986.17

S/. 0.00Limpieza de Terreno Manual m2 7,946.69 2.10 16,688.05 40% 6675.22 6675.22 40% 6675.22 13350.44 20% 3337.61 16688.05 0% 0.00 16688.05 0% 0.00 16688.05 0% 0.00 16688.05 0% 0.00 16688.05 0% 0.00 16688.05 100% S/. 16,688.05SEGURIDAD EN OBRA S/. 0.00ELABORACION DEL PLAN DE SEGURIDAD GLB 1.00 1,000.00 1,000.00 100% 1000.00 1000.00 0% 0.00 1000.00 0% 0.00 1000.00 0% 0.00 1000.00 0% 0.00 1000.00 0% 0.00 1000.00 0% 0.00 1000.00 0% 0.00 1000.00 100% S/. 1,000.00

S/. 0.00EQUIPO DE PROTECCION INDIVIDUAL GLB 1.00 9,336.00 9,336.00 100% 9336.00 9336.00 0% 0.00 9336.00 0% 0.00 9336.00 0% 0.00 9336.00 0% 0.00 9336.00 0% 0.00 9336.00 0% 0.00 9336.00 0% 0.00 9336.00 100% S/. 9,336.00

S/. 0.00EQUIPO DE PROTECCION COLECTIVA GLB 1.00 2,452.00 2,452.00 100% 2452.00 2452.00 0% 0.00 2452.00 0% 0.00 2452.00 0% 0.00 2452.00 0% 0.00 2452.00 0% 0.00 2452.00 0% 0.00 2452.00 0% 0.00 2452.00 100% S/. 2,452.00

S/. 0.00SEÑALIZACION TEMPORAL DE SEGURIDAD GLB 1.00 1,084.00 1,084.00 100% 1084.00 1084.00 0% 0.00 1084.00 0% 0.00 1084.00 0% 0.00 1084.00 0% 0.00 1084.00 0% 0.00 1084.00 0% 0.00 1084.00 0% 0.00 1084.00 100% S/. 1,084.00

S/. 0.00CAPACITACION EN SEGURIDAD Y SALUD GLB 2.00 1,600.00 3,200.00 50% 1600.00 1600.00 0% 0.00 1600.00 0% 0.00 1600.00 50% 1600.00 3200.00 0% 0.00 3200.00 0% 0.00 3200.00 0% 0.00 3200.00 0% 0.00 3200.00 100% S/. 3,200.00MOVIMIENTO DE TIERRAS S/. 0.00SUB RASANTE S/. 0.00Trazo, niveles y replanteo durante la ejecucion m2 3945.12 1.88 7,416.83 40% 2966.73 2966.73 30% 2225.05 5191.78 30% 2225.05 7416.83 0% 0.00 7416.83 0% 0.00 7416.83 0% 0.00 7416.83 0% 0.00 7416.83 0% 0.00 7416.83 100% S/. 7,416.83

S/. 0.00EXCAVACION MASIVA A MAQUINA EN TERRENO m3 3096.92 13.84 42,861.37 40% 17144.55 17144.55 30% 12858.41 30002.96 30% 12858.41 42861.37 0% 0.00 42861.37 0% 0.00 42861.37 0% 0.00 42861.37 0% 0.00 42861.37 0% 0.00 42861.37 100% S/. 42,861.37

S/. 0.00Eliminacion Material Excedente con Equipo m3 4026 19.4 78,104.40 40% 31241.76 31241.76 30% 23431.32 54673.08 30% 23431.32 78104.40 0% 0.00 78104.40 0% 0.00 78104.40 0% 0.00 78104.40 0% 0.00 78104.40 0% 0.00 78104.40 100% S/. 78,104.40

S/. 0.00

Perfilados, riego y Compactado de Sub-Rasante m2 3945.12 5.93 23,394.56 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 25% 5848.64 5848.64 25% 5848.64 11697.28 25% 5848.64 17545.92 25% 5848.64 23394.56 0% 0.00 23394.56 100% S/. 23,394.56S/. 0.00

Prueba Compactacion Suelos (Proctor Modificado, Densund 20 55 1,100.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 25% 275.00 275.00 25% 275.00 550.00 25% 275.00 825.00 25% 275.00 1100.00 0% 0.00 1100.00 100% S/. 1,100.00CONFORMACION DE BASE S/. 0.00Trazo, niveles y replanteo durante la ejecucion m2 3945.12 1.88 7,416.83 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 25% 1854.21 1854.21 25% 1854.21 3708.41 25% 1854.21 5562.62 25% 1854.21 7416.83 0% 0.00 7416.83 100% S/. 7,416.83

S/. 0.00PROVISION DE MATERIAL DE AFIRMADO m3 1420.24 45 63,910.80 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 25% 15977.70 15977.70 25% 15977.70 31955.40 25% 15977.70 47933.10 25% 15977.70 63910.80 0% 0.00 63910.80 100% S/. 63,910.80

S/. 0.00Conformacion de base (e=0.30m) m2 3945.12 6.66 26,274.50 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 25% 6568.62 6568.62 25% 6568.62 13137.25 25% 6568.62 19705.87 25% 6568.62 26274.50 0% 0.00 26274.50 100% S/. 26,274.50

S/. 0.00Prueba Compactacion Suelos (Proctor Modificado, Densund 20 55 1,100.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 25% 275.00 275.00 25% 275.00 550.00 25% 275.00 825.00 25% 275.00 1100.00 0% 0.00 1100.00 100% S/. 1,100.00PAVIMENTO S/. 0.00LOSA DE CONCRETO RIGIDATrazo, niveles y replanteo durante la ejecucion m2 3,945.12 1.88 7,416.83 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 20% 1483.37 1483.37 30% 2225.05 3708.41 30% 2225.05 5933.46 20% 1483.37 7416.83 100% S/. 7,416.83

S/. 0.00Encofrado y Desencofrado Losa de Pavimento m2 429.20 47.35 20,322.62 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 20% 4064.52 4064.52 30% 6096.79 10161.31 30% 6096.79 16258.10 20% 4064.52 20322.62 100% S/. 20,322.62

S/. 0.00Acero Corrugado de 1/4" f`y=4200 kg/cm2 para Temp kg 4,931.40 5.62 27,714.47 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 20% 5542.89 5542.89 30% 8314.34 13857.23 30% 8314.34 22171.57 20% 5542.89 27714.47 100% S/. 27,714.47

S/. 0.00Acero Corrugado de 3/4" f`y=4200 kg/cm2 para Juntas dkg 2,785.81 4.68 13,037.59 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 20% 2607.52 2607.52 30% 3911.28 6518.80 30% 3911.28 10430.07 20% 2607.52 13037.59 100% S/. 13,037.59

S/. 0.00Acero Liso de 3/4" para Junta de Contraccion Transverskg 4,408.67 7.37 32,491.90 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 20% 6498.38 6498.38 30% 9747.57 16245.95 30% 9747.57 25993.52 20% 6498.38 32491.90 100% S/. 32,491.90

S/. 0.00Acero Liso de 3/4" para Junta de Dilatacion kg 489.85 7.37 3,610.19 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 20% 722.04 722.04 30% 1083.06 1805.10 30% 1083.06 2888.16 20% 722.04 3610.19 100% S/. 3,610.19

S/. 0.00CONCRETO EN LOSAS MACIZAS F'C=210 KG/CM2m3 789.02 423.89 334,457.69 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 20% 66891.54 66891.54 30% 100337.31 167228.84 30% 100337.31 267566.15 20% 66891.54 334457.69 100% S/. 334,457.69

S/. 0.00Curado y cuidado del Pavimento m2 3,945.12 0.29 1,144.08 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 20% 228.82 228.82 30% 343.23 572.04 30% 343.23 915.27 20% 228.82 1144.08 100% S/. 1,144.08

S/. 0.00Sellado de Juntas m 2,146.01 6.58 14,120.75 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 14120.75 14120.75 100% S/. 14,120.75

S/. 0.00Encofrado y Desencofrado Caravista p/dados de concret m2 4.00 39.74 158.96 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 158.96 158.96 100% S/. 158.96

S/. 0.00CONCRETO EN DADOS DE CONCRETO F'C=210 K m3 0.50 423.89 211.95 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 211.95 211.95 100% S/. 211.95

S/. 0.00Prueba de calidad del Concreto (prueba a la Compresionund 48.00 28.00 1,344.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 20% 268.80 268.80 30% 403.20 672.00 30% 403.20 1075.20 20% 268.80 1344.00 100% S/. 1,344.00DEMARCACION DE PAVIMENTO S/. 0.00Demarcación de cruces de vía m2 238.00 9.11 2,168.18 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 2168.18 2168.18 100% S/. 2,168.18

S/. 0.00Demarcación de Pavimento (linea central y borde) m2 698.06 7.19 5,019.05 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 5019.05 5019.05 100% S/. 5,019.05ENCIMADOS DE BUZONES S/. 0.00Encimados de Buzones und 28.00 797.72 22,336.16 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 50% 11168.08 11168.08 50% 11168.08 22336.16 0% 0.00 22336.16 0% 0.00 22336.16 0% 0.00 22336.16 100% S/. 22,336.16MURO DE CONTENCION S/. 0.00Trazo, niveles y replanteo m2 20.17 1.89 38.12 50% 19.06 19.06 50% 19.06 38.12 0% 0.00 38.12 0% 0.00 38.12 0% 0.00 38.12 0% 0.00 38.12 0% 0.00 38.12 0% 0.00 38.12 100% S/. 38.12

S/. 0.00Excavacion Manual m3 87.08 24.00 2,089.92 50% 1044.96 1044.96 50% 1044.96 2089.92 0% 0.00 2089.92 0% 0.00 2089.92 0% 0.00 2089.92 0% 0.00 2089.92 0% 0.00 2089.92 0% 0.00 2089.92 100% S/. 2,089.92

S/. 0.00Nivelacion y Apisonados Manual de Fondos m2 20.07 2.67 53.59 40% 21.43 21.43 60% 32.15 53.59 0% 0.00 53.59 0% 0.00 53.59 0% 0.00 53.59 0% 0.00 53.59 0% 0.00 53.59 0% 0.00 53.59 100% S/. 53.59

S/. 0.00RELLENO COMPACTADO CON MATERIAL PROPIm3 59.32 32.00 1,898.24 0% 0.00 0.00 40% 759.30 759.30 60% 1138.94 1898.24 0% 0.00 1898.24 0% 0.00 1898.24 0% 0.00 1898.24 0% 0.00 1898.24 0% 0.00 1898.24 100% S/. 1,898.24


% AVANC

E MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANC

E MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANC

E MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANC

E MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVAN

CE MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANCE

MES

EJEC. FINANC.

MESACUM. FINANC.

MES

% AVANCE

MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANCE

MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES






% AVANCE FINANC.


% AVANC

E MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANC

E MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANC

E MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANC

E MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVAN

CE MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANCE

MES

EJEC. FINANC.

MESACUM. FINANC.

MES

% AVANCE

MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANCE

MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES S/. 0.00

SOLADO DE 2" MEZCLA 1:12 CEMENTO-HORMIGm2 20.07 24.06 482.88 40% 193.15 193.15 60% 289.73 482.88 0% 0.00 482.88 0% 0.00 482.88 0% 0.00 482.88 0% 0.00 482.88 0% 0.00 482.88 0% 0.00 482.88 100% S/. 482.88S/. 0.00

Eliminacion Material Excedente con Equipo m3 36.09 19.40 700.15 0% 0.00 0.00 0% 0.00 0.00 100% 700.15 700.15 0% 0.00 700.15 0% 0.00 700.15 0% 0.00 700.15 0% 0.00 700.15 0% 0.00 700.15 100% S/. 700.15S/. 0.00

ENCOFRADO Y DESENCOF MUROS CARAVISTA m2 86.97 40.61 3,531.85 30% 1059.56 1059.56 70% 2472.30 3531.85 0% 0.00 3531.85 0% 0.00 3531.85 0% 0.00 3531.85 0% 0.00 3531.85 0% 0.00 3531.85 0% 0.00 3531.85 100% S/. 3,531.85S/. 0.00

ACERO GRADO 60 EN MUROS TABIQUES Y PLAC kg 448.74 4.53 2,032.79 50% 1016.40 1016.40 50% 1016.40 2032.79 0% 0.00 2032.79 0% 0.00 2032.79 0% 0.00 2032.79 0% 0.00 2032.79 0% 0.00 2032.79 0% 0.00 2032.79 100% S/. 2,032.79S/. 0.00

Concreto f`c 210 kg/cm2 en Muros Reforzados m3 19.29 420.55 8,112.41 30% 2433.72 2433.72 70% 5678.69 8112.41 0% 0.00 8112.41 0% 0.00 8112.41 0% 0.00 8112.41 0% 0.00 8112.41 0% 0.00 8112.41 0% 0.00 8112.41 100% S/. 8,112.41S/. 0.00

Tuberia Cribada para drenaje de 4" m 15.15 16.77 254.07 30% 76.22 76.22 70% 177.85 254.07 0% 0.00 254.07 0% 0.00 254.07 0% 0.00 254.07 0% 0.00 254.07 0% 0.00 254.07 0% 0.00 254.07 100% S/. 254.07S/. 0.00

COLOCACION DE GEO DREN m2 35.12 49.99 1,755.65 0% 0.00 0.00 100% 1755.65 1755.65 0% 0.00 1755.65 0% 0.00 1755.65 0% 0.00 1755.65 0% 0.00 1755.65 0% 0.00 1755.65 0% 0.00 1755.65 100% S/. 1,755.65S/. 0.00

JUNTA DE CONSTRUCCION CON TEKNOPORT m2 1.73 36.52 63.18 30% 18.95 18.95 70% 44.23 63.18 0% 0.00 63.18 0% 0.00 63.18 0% 0.00 63.18 0% 0.00 63.18 0% 0.00 63.18 0% 0.00 63.18 100% S/. 63.18S/. 0.00

Barandas metalicas de Fº Gº de 2" h=1.2m S/D m 11.00 267.09 2,937.99 0% 0.00 0.00 100% 2937.99 2937.99 0% 0.00 2937.99 0% 0.00 2937.99 0% 0.00 2937.99 0% 0.00 2937.99 0% 0.00 2937.99 0% 0.00 2937.99 100% S/. 2,937.99. S/. 0.00

PINTURAS DE REJAS,BARANDAS,CERCOS AL BA m2 11.00 12.25 218.75 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 218.75 218.75 100% S/. 218.75COMPONENTE 02 ADECUADA TRANSITABILIDAD PEATONAL S/. 0.00

VEREDAS Y SARDINELES

SARDINELES

Trazo, niveles y replanteo durante la ejecucion m2 471.05 1.88 885.57 0% 0.00 0.00 0% 0.00 0.00 30% 265.67 265.67 30% 265.67 531.34 20% 177.11 708.46 20% 177.11 885.57 0% 0.00 885.57 0% 0.00 885.57 100% S/. 885.57S/. 0.00

Excavacion Manual de Zanjas m3 259.08 24.00 6,217.92 0% 0.00 0.00 0% 0.00 0.00 30% 1865.38 1865.38 30% 1865.38 3730.75 20% 1243.58 4974.34 20% 1243.58 6217.92 0% 0.00 6217.92 0% 0.00 6217.92 100% S/. 6,217.92S/. 0.00

ACARREO DE MATERIAL EXCEDENTE EN CARRETIm3 336.80 17.14 5,772.75 0% 0.00 0.00 0% 0.00 0.00 30% 1731.83 1731.83 30% 1731.83 3463.65 20% 1154.55 4618.20 20% 1154.55 5772.75 0% 0.00 5772.75 0% 0.00 5772.75 100% S/. 5,772.75S/. 0.00

ELIMINACION DE MATERIAL EXCEDENTE C/MA m3 336.80 17.14 5,772.75 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 5772.75 5772.75 0% 0.00 5772.75 0% 0.00 5772.75 100% S/. 5,772.75

S/. 0.00Encofrado y Desencofrado normal (en Sardinel) m2 2,512.25 41.59 104,484.48 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 104484.48 104484.48 0% 0.00 104484.48 0% 0.00 104484.48 100% S/. 104,484.48

S/. 0.00Concreto f`c 175 kg/cm2 m3 259.08 401.22 103,948.08 0% 0.00 0.00 0% 0.00 0.00 20% 20789.62 20789.62 30% 31184.42 51974.04 30% 31184.42 83158.46 20% 20789.62 103948.08 0% 0.00 103948.08 0% 0.00 103948.08 100% S/. 103,948.08

S/. 0.00Curado de concreto en Sardineles m 1,413.14 0.80 1,130.51 0% 0.00 0.00 0% 0.00 0.00 20% 226.10 226.10 30% 339.15 565.26 30% 339.15 904.41 20% 226.10 1130.51 0% 0.00 1130.51 0% 0.00 1130.51 100% S/. 1,130.51

S/. 0.00Sellado de Juntas m 209.35 6.58 1,377.52 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 1377.52 1377.52 100% S/. 1,377.52CONSTRUCCION Y MEJORAMIENTO DE VEREDAS S/. 0.00Trazo, niveles y replanteo m2 2,181.52 1.89 4,123.07 0% 0.00 0.00 0% 0.00 0.00 30% 1236.92 1236.92 30% 1236.92 2473.84 20% 824.61 3298.46 20% 824.61 4123.07 0% 0.00 4123.07 0% 0.00 4123.07 100% S/. 4,123.07


S/. 0.00ACARREO DE MATERIAL EXCEDENTE EN CARRETIm3 567.20 17.14 9,721.81 0% 0.00 0.00 0% 0.00 0.00 30% 2916.54 2916.54 30% 2916.54 5833.08 20% 1944.36 7777.45 20% 1944.36 9721.81 0% 0.00 9721.81 0% 0.00 9721.81 100% S/. 9,721.81

S/. 0.00Nivelacion y Apisonados Manual de Fondos m2 2,181.52 2.67 5,824.66 0% 0.00 0.00 0% 0.00 0.00 30% 1747.40 1747.40 30% 1747.40 3494.80 20% 1164.93 4659.73 20% 1164.93 5824.66 0% 0.00 5824.66 0% 0.00 5824.66 100% S/. 5,824.66

S/. 0.00Encofrado y Desencofrado normal p` Veredas m2 167.25 39.52 6,609.72 0% 0.00 0.00 0% 0.00 0.00 20% 1321.94 1321.94 30% 1982.92 3304.86 30% 1982.92 5287.78 20% 1321.94 6609.72 0% 0.00 6609.72 0% 0.00 6609.72 100% S/. 6,609.72

S/. 0.00

Empedrados de Vereda E=4" m2 2,181.52 20.59 44,917.50 0% 0.00 0.00 0% 0.00 0.00 20% 8983.50 8983.50 30% 13475.25 22458.75 30% 13475.25 35934.00 20% 8983.50 44917.50 0% 0.00 44917.50 0% 0.00 44917.50 100% S/. 44,917.50


S/. 0.00Curado y cuidado de losa m2 2,181.52 0.29 632.64 0% 0.00 0.00 0% 0.00 0.00 20% 126.53 126.53 30% 189.79 316.32 30% 189.79 506.11 20% 126.53 632.64 0% 0.00 632.64 0% 0.00 632.64 100% S/. 632.64

S/. 0.00Sellado de Juntas m 727.17 5.77 4,195.77 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 4195.77 4195.77 100% S/. 4,195.77

S/. 0.00Prueba de calidad del Concreto (prueba a la Compresionund 22.00 28.00 616.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 50% 308.00 308.00 0% 0.00 308.00 50% 308.00 616.00 0% 0.00 616.00 0% 0.00 616.00 100% S/. 616.00REPOSICIONES DEL SISTEMA DE AGUA POTABLE Y DESAGUE S/. 0.00Reposicion de Conexiones Domiciliarias A.P. und 112.00 161.85 18,127.20 0% 0.00 0.00 0% 0.00 0.00 20% 3625.44 3625.44 30% 5438.16 9063.60 30% 5438.16 14501.76 20% 3625.44 18127.20 0% 0.00 18127.20 0% 0.00 18127.20 100% S/. 18,127.20

S/. 0.00REPOSICION DE CONEXIONES DOMICILIARIAS und 112.00 155.51 17,417.12 0% 0.00 0.00 0% 0.00 0.00 20% 3483.42 3483.42 30% 5225.14 8708.56 30% 5225.14 13933.70 20% 3483.42 17417.12 0% 0.00 17417.12 0% 0.00 17417.12 100% S/. 17,417.12

S/. 0.00Reubicacion de postes de Concreto Luz y Telefono und 10.00 441.81 4,418.10 0% 0.00 0.00 50% 2209.05 2209.05 50% 2209.05 4418.10 0% 0.00 4418.10 0% 0.00 4418.10 0% 0.00 4418.10 0% 0.00 4418.10 0% 0.00 4418.10 100% S/. 4,418.10COMPONENTE 03 ADECUADO SISTEMA DE EVACUACION DE AGUAS PLUVIALES E IMPACTO AMBIENTAL S/. 0.00SISTEMA DE EVACUACION DE AGUAS PLUVIALESCANAL DE CONCRETOTrazo, niveles y replanteo m2 473.68 1.89 895.26 0% 0.00 0.00 50% 447.63 447.63 50% 447.63 895.26 0% 0.00 895.26 0% 0.00 895.26 0% 0.00 895.26 0% 0.00 895.26 0% 0.00 895.26 100% S/. 895.26

S/. 0.00

Excavacion Manual m3 375.71 24.00 9,017.04 0% 0.00 0.00 100% 9017.04 9017.04 0% 0.00 9017.04 0% 0.00 9017.04 0% 0.00 9017.04 0% 0.00 9017.04 0% 0.00 9017.04 0% 0.00 9017.04 100% S/. 9,017.04S/. 0.00

ACARREO DE MATERIAL EXCEDENTE EN CARRETIm3 488.42 17.14 8,371.52 0% 0.00 0.00 100% 8371.52 8371.52 0% 0.00 8371.52 0% 0.00 8371.52 0% 0.00 8371.52 0% 0.00 8371.52 0% 0.00 8371.52 0% 0.00 8371.52 100% S/. 8,371.52S/. 0.00

ENCOFRADO Y DESENCOF MUROS CARAVISTA m2 1,103.66 40.61 44,819.63 0% 0.00 0.00 50% 22409.82 22409.82 50% 22409.82 44819.63 0% 0.00 44819.63 0% 0.00 44819.63 0% 0.00 44819.63 0% 0.00 44819.63 0% 0.00 44819.63 100% S/. 44,819.63S/. 0.00

Concreto f`c 175 kg/cm2 m3 104.15 389.52 40,568.51 0% 0.00 0.00 60% 24341.10 24341.10 40% 16227.40 40568.51 0% 0.00 40568.51 0% 0.00 40568.51 0% 0.00 40568.51 0% 0.00 40568.51 0% 0.00 40568.51 100% S/. 40,568.51S/. 0.00

CONCRETO EN TAPA CANAL F'C=210 KG/CM2 m3 54.16 423.89 22,957.88 0% 0.00 0.00 0% 0.00 0.00 100% 22957.88 22957.88 0% 0.00 22957.88 0% 0.00 22957.88 0% 0.00 22957.88 0% 0.00 22957.88 0% 0.00 22957.88 100% S/. 22,957.88

S/. 0.00Acero Corrugado de 3/8" f`y=4200 kg/cm2 kg 7,709.74 4.81 37,083.85 0% 0.00 0.00 60% 22250.31 22250.31 40% 14833.54 37083.85 0% 0.00 37083.85 0% 0.00 37083.85 0% 0.00 37083.85 0% 0.00 37083.85 0% 0.00 37083.85 100% S/. 37,083.85

S/. 0.00






% AVANCE FINANC.


% AVANC

E MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANC

E MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANC

E MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANC

E MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVAN

CE MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANCE

MES

EJEC. FINANC.

MESACUM. FINANC.

MES

% AVANCE

MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES

% AVANCE

MES

EJEC. FINANC.

MES

ACUM. FINANC.

MES Sellado de Juntas m 250.35 5.77 1,444.52 0% 0.00 0.00 60% 866.71 866.71 40% 577.81 1444.52 0% 0.00 1444.52 0% 0.00 1444.52 0% 0.00 1444.52 0% 0.00 1444.52 0% 0.00 1444.52 100% S/. 1,444.52

S/. 0.00Cama de apoyo con material seleccionado m3 11.66 38.83 452.76 0% 0.00 0.00 100% 452.76 452.76 0% 0.00 452.76 0% 0.00 452.76 0% 0.00 452.76 0% 0.00 452.76 0% 0.00 452.76 0% 0.00 452.76 100% S/. 452.76

S/. 0.00INSTALAC.TUBERIA P.V.C. ISO 4435 400 MM UF m 129.50 62.65 8,113.18 0% 0.00 0.00 100% 8113.18 8113.18 0% 0.00 8113.18 0% 0.00 8113.18 0% 0.00 8113.18 0% 0.00 8113.18 0% 0.00 8113.18 0% 0.00 8113.18 100% S/. 8,113.18

S/. 0.00RELLENO Y COMP.MAT.PROPIO EN ZANJAS m3 45.89 42.80 1,964.09 0% 0.00 0.00 100% 1964.09 1964.09 0% 0.00 1964.09 0% 0.00 1964.09 0% 0.00 1964.09 0% 0.00 1964.09 0% 0.00 1964.09 0% 0.00 1964.09 100% S/. 1,964.09CANAL SUMIDERO COLECTOR DEL SIST. EVAC. AGUAS PLUVIALES S/. 0.00Trazo, niveles y replanteo m2 65.15 1.89 123.13 0% 0.00 0.00 50% 61.57 61.57 50% 61.57 123.13 0% 0.00 123.13 0% 0.00 123.13 0% 0.00 123.13 0% 0.00 123.13 0% 0.00 123.13 100% S/. 123.13


S/. 0.00Nivelacion y Apisonados Manual de Fondos m2 65.15 2.67 173.95 0% 0.00 0.00 50% 86.98 86.98 50% 86.98 173.95 0% 0.00 173.95 0% 0.00 173.95 0% 0.00 173.95 0% 0.00 173.95 0% 0.00 173.95 100% S/. 173.95

S/. 0.00ACARREO DE MATERIAL EXCEDENTE EN CARRETIm3 58.64 17.14 1,005.09 0% 0.00 0.00 0% 0.00 0.00 100% 1005.09 1005.09 0% 0.00 1005.09 0% 0.00 1005.09 0% 0.00 1005.09 0% 0.00 1005.09 0% 0.00 1005.09 100% S/. 1,005.09

S/. 0.00SOLADO DE 2" MEZCLA 1:12 CEMENTO-HORMIGm2 65.15 24.06 1,567.51 0% 0.00 0.00 50% 783.75 783.75 50% 783.75 1567.51 0% 0.00 1567.51 0% 0.00 1567.51 0% 0.00 1567.51 0% 0.00 1567.51 0% 0.00 1567.51 100% S/. 1,567.51

S/. 0.00ENCOFRADO Y DESENCOF MUROS CARAVISTA m2 262.76 40.61 10,670.68 0% 0.00 0.00 30% 3201.21 3201.21 70% 7469.48 10670.68 0% 0.00 10670.68 0% 0.00 10670.68 0% 0.00 10670.68 0% 0.00 10670.68 0% 0.00 10670.68 100% S/. 10,670.68


S/. 0.00Acero Corrugado de 3/8" f`y=4200 kg/cm2 kg 524.12 4.81 2,521.02 0% 0.00 0.00 30% 756.31 756.31 70% 1764.71 2521.02 0% 0.00 2521.02 0% 0.00 2521.02 0% 0.00 2521.02 0% 0.00 2521.02 0% 0.00 2521.02 100% S/. 2,521.02

S/. 0.00REJILLA SUMIDERO-PLAT 2"X2"X1/2" C/ MARCO m2 66.81 1,126.33 75,250.11 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 75250.11 75250.11 100% S/. 75,250.11IMPACTO AMBIENTAL S/. 0.00REPOSICION DE INFRAESTRUCTURA AFECTADAm3 1.00 8,000.00 8,000.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 8000.00 8000.00 100% S/. 8,000.00

S/. 0.00Mejoramiento de terreno (Agrícola) m2 1,349.00 3.33 4,492.17 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 80% 3593.74 3593.74 20% 898.43 4492.17 100% S/. 4,492.17

S/. 0.00Colocación de plantones und 1,198.00 17.42 20,869.16 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 20869.16 20869.16 100% S/. 20,869.16

S/. 0.00Limpieza final de Obra m2 7,946.69 2.26 17,959.52 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 17959.52 17959.52 100% S/. 17,959.52

S/. 0.00Eliminacion Material Excedente con Equipo m3 1,470.34 19.40 28,524.60 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 28524.60 28524.60 100% S/. 28,524.60OBRAS COMPLEMENTARIAS S/. 0.00Placa Recordatoria und 1.00 417.82 417.82 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 0% 0.00 0.00 100% 417.82 417.82 100% S/. 417.82

S/. 0.00ESTUDIOS PARA CONTROL CALIDAD und 1.00 5,510.00 5,510.00 0% 0.00 0.00 100% 5510.00 5510.00 0% 0.00 5510.00 0% 0.00 5510.00 0% 0.00 5510.00 0% 0.00 5510.00 0% 0.00 5510.00 0% 0.00 5510.00 100% S/. 5,510.00

S/. 0.00

SUB TOTAL 1,675,823.46

RESUMEN AVANCE VALORIZADO MENSUAL S/. 100,241.16 5.98% S/. 176,049.51 10.51% S/. 220,564.25 13.16% S/. 154,877.45 9.24% S/. 238,409.60 14.23% S/. 348,094.34 20.77% S/. 169,088.70 10.09% S/. 268,498.44 16.02% 100.00% S/. 1,675,823.46

RESUMEN AVANCE VARIZADO ACUMULADO MENSUAL S/. 100,241.16 5.98% S/. 276,290.67 16.49% S/. 496,854.93 29.65% S/. 651,732.38 38.89% S/. 890,141.98 53.12% S/. 1,238,236.32 73.89% S/. 1,407,325.02 83.98% S/. 1,675,823.46 100.00% S/. 1,675,823.46 100.00%

S10

Presupuesto descompuesto (recursos utilizados)

Presupuesto 0801008 MEJORAMIENTO DE VIA DEL ACCESO PRINCIPAL CALLE CUSCO, LA LIBERTAD EN LA APV UNUNCHIS, DISTRITO DE SAN SEBASTIAN - CUSCO - CUSCO

Fecha 20/09/2010

Moneda principal S/. NUEVOS SOLES

Subpresupuesto 001 MEJORAMIENTO DE VIA DEL ACCESO PRINCIPAL CALLE CUSCO, LA LIBERTAD EN LA APV UNUNCHIS, DISTRITO DE SAN SEBASTIAN - CUSCO - CUSCO

Titulo / Recurso Descripción Unidad

001 OBRAS PROVICIONALES

0147010002 OPERARIO hh

0147010004 PEON hh

0202000008 ALAMBRE NEGRO RECOCIDO # 8 kg

0202010005 CLAVOS PARA MADERA C/C 3" kg

0205000003 PIEDRA CHANCADA DE 1/2" A 3/4" m3

0205010004 ARENA GRUESA m3

0221000000 CEMENTO PORTLAND TIPO I (42.5KG) BOL

0239010052 Alquiler para almacen mes

023990007 CARTEL DE OBRA 3.6 x 2.40 m und

0243600031 ROLLIZO DE EUCALIPTO DE 6" x 6.00 M pza

0337010001 HERRAMIENTAS MANUALES %MO

001.01 Cartel de Identificacion de Obra und


0147010004 PEON hh






023990007 CARTEL DE OBRA 3.6 x 2.40 m und

0243600031 ROLLIZO DE EUCALIPTO DE 6" x 6.00 M pza


001.02 Almacen en Obra mes

0239010052 Alquiler para almacen mes

003 TRABAJOS PRELIMINARES

0147000023 OPERADOR DE EQUIPO PESADO hh

0147000032 TOPOGRAFO hh


0147010004 PEON hh

0230020001 YESO DE 28 Kg BOL

0230550005 NIVEL hm

0230990080 WINCHA und

0232100001 TRANSPORTE GLB

0243510061 ESTACA DE MADERA p2

0253000002 PETROLEO DIESEL # 2 gln

0254020050 PINTURA ESMALTE SINTETICO CPP gln


0348130006 CAMION PLATAFORMA, 17 TN hm

0349880003 TEODOLITO hm

0401010001 DISEÑO DE MEZCLAS GLB

003.01 Movilizacion y desmovilizacion de equipo a obra. GLB


0147010004 PEON hh


0348130006 CAMION PLATAFORMA, 17 TN hm

003.02 Transporte de materiales a obra GLB

0232100001 TRANSPORTE GLB

003.03 Trazo y Replanteo Preliminar m2


0147010004 PEON hh

0230020001 YESO DE 28 Kg BOL

0230550005 NIVEL hm

0230990080 WINCHA und

0243510061 ESTACA DE MADERA p2


0349880003 TEODOLITO hm

003.04 Limpieza de Terreno Manual m2


0147010004 PEON hh


003.05 DISEÑO DE MEZCLAS GLB

0401010001 DISEÑO DE MEZCLAS GLB

005 MOVIMIENTO DE TIERRAS




0147010003 OFICIAL hh

0147010004 PEON hh

0205320001 MATERIAL CLASIFICADO PARA BASE (Cant. SAylla) m3

0229990052 Pruebas de Proctor, Modificado, y Densidad de Campo GLB

0239050000 AGUA m3


0330550056 Estacion Total hm


0348110007 VOLQUETE DE 15 M3 hm

0348120001 CAMION CISTERNA 4X2 (AGUA) 1,500 GAL. hm

0349030001 COMPACTADOR VIBR. TIPO PLANCHA 4 HP hm

0349030007 RODILLO LISO VIBR AUTOP 101-135HP 10-12T hm

0349040010 CARGADOR S/LLANTAS 125-155 HP 3 YD3. hm

0349040034 TRACTOR DE ORUGAS DE 190-240 HP hm

0349090000 MOTONIVELADORA DE 125 HP hm

005.01 SUB RASANTE





0147010004 PEON hh


0239050000 AGUA m3











005.01.01 Trazo, niveles y replanteo durante la ejecucion m2



0147010004 PEON hh




005.01.02 Corte de Material m3


0147010004 PEON hh



005.01.03 RELLENO CON MATERIAL PROPIO m3


0147010004 PEON hh

0239050000 AGUA m3



005.01.04 Eliminacion Material Excedente con Equipo m3


0147010004 PEON hh




005.01.05 Perfilados, riego y Compactado de Sub-Rasante m2


0147010004 PEON hh

0239050000 AGUA m3





005.01.06 Prueba Compactacion Suelos (Proctor Modificado, Densidad de Campo) und


005.02 CONFORMACION DE BASE



0147010004 PEON hh



0239050000 AGUA m3













0147010004 PEON hh




005.02.02 Extraccion y Apilamiento de material para Base m3


0147010004 PEON hh





005.02.03 Carguio y transporte de material para base m3

0147010004 PEON hh



005.02.04 Conformacion de base (e=0.30m) m2


0147010004 PEON hh

0239050000 AGUA m3





005.02.05 Prueba Compactacion Suelos (Proctor Modificado, Densidad de Campo) und


007 PAVIMENTO

0147000022 OPERADOR DE EQUIPO LIVIANO hh




0147010004 PEON hh





0203020001 ACERO CORRUGADO 0 1/4" kg


0203020005 ACERO LISO DE 3/4" kg

0204000000 ARENA FINA m3



0213000006 ASFALTO RC-250 gln


0229730001 Leña qq

0234020001 KEROSENE gln

0237010064 Escoba de paja con mango de madera und

0239050000 AGUA m3

0239150000 PRUEBAS DE CALIDAD DE CONCRETO( Rotura de (probeta) und

0243000025 MADERA NACIONAL P/ENCOFRADO-CARP p2


0253030027 THINER gln


0254450070 PINTURA DE TRAFICO gln

0265220008 TUB. PVC SAL DE 1" x 3m und

0280010001 Señalizacion de calles und



0337030001 CIZALLA P/FIERRO CONST. HASTA 3/4" und

0337520087 HOJAS DE SIERRA und

0348010011 MEZCLADORA DE CONCRETO DE 9 -11P3 hm

0349070004 VIBRADOR DE CONCRETO 4 HP 2.40" hm

007.01 LOSA DE CONCRETO RIGIDA





0147010004 PEON hh













0229730001 Leña qq



0239050000 AGUA m3















0147010004 PEON hh




007.01.02 Encofrado y Desencofrado Losa de Pavimento m2



0147010004 PEON hh







007.01.03 Acero Corrugado de 1/4" f`y=4200 kg/cm2 para Temp kg


0147010004 PEON hh






007.01.04 Acero Liso de 3/4" f`y=4200 kg/cm2 para pasadores kg


0147010004 PEON hh





007.01.05 Acero Corrugado de 1/2" f`y=4200 kg/cm2 para pasadores kg


0147010004 PEON hh




007.01.06 CONCRETO EN LOSAS MACIZAS F'C=210 KG/CM2 m3




0147010004 PEON hh




0239050000 AGUA m3




007.01.07 Curado y cuidado del Pavimento m2

0147010004 PEON hh

0239050000 AGUA m3


007.01.08 Sellado de Juntas m



0147010004 PEON hh



0229730001 Leña qq




007.01.09 Prueba de calidad del Concreto (prueba a la Compresion) und


007.02 DEMARCACION DE PAVIMENTO



0147010004 PEON hh





007.02.01 Señalizacion de calles und


0147010004 PEON hh



007.02.02 Demarcación de cruces de vía ml


0147010004 PEON hh




007.02.03 Demarcación de Pavimento (linea central) m



0147010004 PEON hh




009 SARDINELES VEREDAS Y ESCALINATAS






0147010004 PEON hh






0205000010 PIEDRA MEDIANA DE 4" m3





0229730001 Leña qq



0239050000 AGUA m3


0243160052 REGLA DE MADERA p2

0244030021 TRIPLAY DE 4'x8'x 4 mm pln









0349100021 PLANCHA COMPACTADORA hm

009.01 SARDINELES





0147010004 PEON hh









0229730001 Leña qq



0239050000 AGUA m3












0147010004 PEON hh




009.01.02 Excavacion Manual de Zanjas m3

0147010004 PEON hh


009.01.03 Encofrado y Desencofrado normal (en Sardinel) m2


0147010004 PEON hh








009.01.04 Concreto f`c 175 kg/cm2 m3




0147010004 PEON hh




0239050000 AGUA m3




009.01.05 Curado de concreto en Sardineles m

0147010004 PEON hh

0239050000 AGUA m3





0147010004 PEON hh



0229730001 Leña qq




009.02 VEREDAS






0147010004 PEON hh










0229730001 Leña qq



0239050000 AGUA m3















0147010004 PEON hh




009.02.02 Excavacion Manual m3

0147010004 PEON hh


009.02.03 Nivelacion y Apisonados Manual de Fondos m2


0147010004 PEON hh




009.02.04 Acarreo de material excedente con carretilla de veredas (50 mts.) m3

0147010004 PEON hh




0147010004 PEON hh




009.02.06 Encofrado y Desencofrado normal p`Veredas m2



0147010004 PEON hh







009.02.07 Empedrados de Vereda E=4" m2


0147010004 PEON hh







0147010004 PEON hh




0239050000 AGUA m3




009.02.09 Curado y cuidado de losa m2

0147010004 PEON hh

0239050000 AGUA m3





0147010004 PEON hh



0229730001 Leña qq




009.03 ESCALINATAS






0147010004 PEON hh










0229730001 Leña qq



0239050000 AGUA m3















0147010004 PEON hh




009.03.02 Excavacion Manual m3

0147010004 PEON hh




0147010004 PEON hh




009.03.04 Acarreo de material excedente con carretilla (50 mts.) de escalinatas m3


0147010004 PEON hh






0147010004 PEON hh




009.03.06 Encofrado y Desencofrado normal escalinatas m2



0147010004 PEON hh







009.03.07 Empedrados de escalinatas E=6" m2


0147010004 PEON hh







0147010004 PEON hh




0239050000 AGUA m3




009.03.09 Curado y cuidado de losa para escalinatas m2

0147010004 PEON hh

0239050000 AGUA m3





0147010004 PEON hh



0229730001 Leña qq




011 CANAL DE EVACUACION AGUAS PLUVIALES






0147010004 PEON hh



0202110099 REJILLA C/PERFIL 1 1/4"X1/4"+L 1 1/1/4" m2

0202120006 CLAVOS DE ACERO DE 2" pza




0229120063 TECKNOPORT E= 1" m2

0239050000 AGUA m3











0349190003 NIVEL HE

011.01 CANAL DE EVACUACION






0147010004 PEON hh









0239050000 AGUA m3











0349190003 NIVEL HE

011.01.01 Trazo, niveles y replanteo m2



0147010004 PEON hh





0349190003 NIVEL HE

011.01.02 Excavacion Manual de Zanja m3

0147010004 PEON hh


011.01.03 Acarreo de material excedente con carretilla (50 mts.) de Canal m3

0147010004 PEON hh




0147010004 PEON hh






0147010004 PEON hh



011.01.06 Encofrado y desencofrado normal m2











0147010004 PEON hh





0239050000 AGUA m3





011.01.08 Rejilla metalica de 0.30X2.30 de 1 1/4"X1/4"X1/8"+marco de platina m2


013 REPOSICIONES DEL SISTEMA DE AGUA POTABLE Y DESAGUE


0147010004 PEON hh

0210140077 CACHIMBA 6"x4" PVC und

0230010085 PEGAMENTO PVC 1/4 GALON und

0250010000 CAJA DE DESAGUE DE 12"X24" und

0250060010 TAPA C/MARCO FºFº DE DESAGUE 12" X 24" pza

0265160009 ABRAZADERA DE Fo.Go. C/DOS OREJAS 2" und

0265380002 UNION UNIVERSAL F° GALVANIZADO 3/4" pza

0272010004 TUBERIA PVC SAP C-10 DE 1/2"x5.00m m

0272140011 CODO DE 450 PVC SAL DE 4" und

0273010009 TUBO PVC SAL 4" X 3M pza


013.01 Reposicion de conexiones domiciliarias de agua und


0265160009 ABRAZADERA DE Fo.Go. C/DOS OREJAS 2" und

0265380002 UNION UNIVERSAL F° GALVANIZADO 3/4" pza

0272010004 TUBERIA PVC SAP C-10 DE 1/2"x5.00m m


013.02 REPOSICION DE CONEXIONES DOMICILIARIAS DESAGUE und


0147010004 PEON hh

0210140077 CACHIMBA 6"x4" PVC und

0230010085 PEGAMENTO PVC 1/4 GALON und

0250010000 CAJA DE DESAGUE DE 12"X24" und

0250060010 TAPA C/MARCO FºFº DE DESAGUE 12" X 24" pza

0272140011 CODO DE 450 PVC SAL DE 4" und

0273010009 TUBO PVC SAL 4" X 3M pza


015 ENCIMADOS DE BUZONES


0147010004 PEON hh





0231410001 TAPA DE CONCRETO ARMADO PARA BUZON pza

0239050000 AGUA m3



0348990040 FORMAS METALICAS D/ENCF.P/APOYAR CERCHAS HE

015.01 Encimados de Buzones und


0147010004 PEON hh





0231410001 TAPA DE CONCRETO ARMADO PARA BUZON pza

0239050000 AGUA m3



0348990040 FORMAS METALICAS D/ENCF.P/APOYAR CERCHAS HE

017 IMPACTO AMBIENTAL


0147010004 PEON hh

0204010008 ARENA m3

0204110011 TIERRA DE CHACRA O VEGETAL m3


0229350001 CESPED m2


0243160053 Plantas und

0257000005 PLANCHA ME HIERRO FUNDIDO LABRADA und


017.01 HABILITACION DE AREAS VERDES


0147010004 PEON hh

0204010008 ARENA m3



0229350001 CESPED m2





017.01.01 Mejoramiento de terreno (Agrícola) m2


0147010004 PEON hh


0229350001 CESPED m2


017.01.02 Colocación de plantones und


0147010004 PEON hh


017.01.03 Limpieza final de Obra m2

0147010004 PEON hh



017.01.04 Placa Recordatoria und


0147010004 PEON hh

0204010008 ARENA m3



Página : 1

Presupuesto descompuesto (recursos utilizados)

MEJORAMIENTO DE VIA DEL ACCESO PRINCIPAL CALLE CUSCO, LA LIBERTAD EN LA APV UNUNCHIS, DISTRITO DE SAN SEBASTIAN - CUSCO - CUSCO

MEJORAMIENTO DE VIA DEL ACCESO PRINCIPAL CALLE CUSCO, LA LIBERTAD EN LA APV UNUNCHIS, DISTRITO DE SAN SEBASTIAN - CUSCO - CUSCO

Metrado Precio (S/.) Parcial (S/.)

2,891.56

16.00 8.06 128.96

24.00 5.79 138.96

0.13 5.35 0.67

0.25 5.20 1.30

0.14 65.00 8.95

0.09 70.00 6.24

0.81 24.00 19.44

4.00 550.00 2,200.00

1.00 350.00 350.00

2.00 14.50 29.00

8.04

1.0000 691.56 691.56

16.00 8.06 128.96

24.00 5.79 138.96

0.13 5.35 0.67

0.25 5.20 1.30

0.14 65.00 8.95

0.09 70.00 6.24

0.81 24.00 19.44

1.00 350.00 350.00

2.00 14.50 29.00

3.00 268.00 8.04

4.0000 550.00 2,200.00

4.00 550.00 2,200.00

15,632.83

2.00 10.00 20.00

34.28 8.38 287.26

38.52 8.06 310.44

517.72 5.79 2,997.60

7.70 6.00 46.22

77.03 8.75 674.03

0.77 50.00 38.52

2.00 3,000.00 6,000.00

11.55 2.00 23.11

100.00 12.50 1,250.00

19.26 45.00 866.61

115.55

2.00 800.00 1,600.00

42.75 8.75 374.09

2.00 500.00 1,000.00

2.0000 1,620.28 3,240.56

2.00 10.00 20.00

64.00 5.79 370.56

100.00 12.50 1,250.00

2.00 800.00 1,600.00

2.0000 3,000.00 6,000.00

2.00 3,000.00 6,000.00

3,851.6200 0.71 2,734.65

34.28 8.38 287.26

68.56 5.79 396.96

7.70 6.00 46.22

77.03 8.75 674.03

0.77 50.00 38.52

11.55 2.00 23.11

19.26 45.00 866.61

42.75 8.75 374.09

3,851.6200 0.69 2,657.62

38.52 8.06 310.44

385.16 5.79 2,230.09

5.00 2,310.97 115.55

2.0000 500.00 1,000.00

2.00 500.00 1,000.00

108,188.46

92.68 10.00 926.80

112.84 8.38 945.61

29.36 8.06 236.65

201.67 7.74 1,560.90

649.16 5.79 3,758.65

1,090.30 5.00 5,451.49

28.00 55.00 1,540.00

158.09 1.51 238.72

5.08 45.00 228.74

112.84 10.25 1,156.63

190.29

219.06 180.00 39,431.18

42.44 150.00 6,366.41

199.26 5.80 1,155.68

42.44 200.00 8,488.54

72.11 220.00 15,863.76

50.33 240.00 12,078.82

42.44 200.00 8,488.54

57,849.96

92.68 10.00 926.80

56.42 8.38 472.81

29.36 8.06 236.65

73.45 7.74 568.49

331.72 5.79 1,920.66

14.00 55.00 770.00

81.85 1.51 123.59

2.54 45.00 114.37

56.42 10.25 578.31

114.30

146.34 180.00 26,341.16

17.03 150.00 2,554.19

199.26 5.80 1,155.68

17.03 200.00 3,405.58

36.64 220.00 8,060.76

29.36 240.00 7,046.66

17.03 200.00 3,405.58

2,541.4800 0.78 1,982.35

56.42 8.38 472.81

56.42 7.74 436.70

56.42 5.79 326.68

2.54 45.00 114.37

56.42 10.25 578.31

3.00 838.69 25.41

1,687.4200 4.53 7,644.01

29.36 8.06 236.65

58.72 5.79 340.00

3.00 556.85 16.87

29.36 240.00 7,046.66

112.0800 21.40 2,398.51

56.04 10.00 560.40

112.08 5.79 648.94

5.60 1.51 8.46

2.00 1,232.88 24.66

199.26 5.80 1,155.68

2,194.0000 15.96 35,016.24

36.64 10.00 366.40

36.64 5.79 212.14

2.00 1,097.00 21.94

146.34 180.00 26,341.16

36.64 220.00 8,060.76

2,541.4800 3.95 10,038.85

17.03 7.74 131.80

67.86 5.79 392.89

76.24 1.51 115.13

3.00 838.69 25.41

17.03 150.00 2,554.19

17.03 200.00 3,405.58

17.03 200.00 3,405.58

14.0000 55.00 770.00

14.00 55.00 770.00

50,338.50

56.42 8.38 472.81

128.22 7.74 992.41

317.44 5.79 1,837.99

1,090.30 5.00 5,451.49

14.00 55.00 770.00

76.24 1.51 115.13

2.54 45.00 114.37

56.42 10.25 578.31

75.99

72.72 180.00 13,090.01

25.41 150.00 3,812.22

25.41 200.00 5,082.96

35.47 220.00 7,803.00

20.97 240.00 5,032.15

25.41 200.00 5,082.96

2,541.4800 0.78 1,982.35

56.42 8.38 472.81

56.42 7.74 436.70

56.42 5.79 326.68

2.54 45.00 114.37

56.42 10.25 578.31

3.00 838.69 25.41

838.6900 18.94 15,884.79

20.97 7.74 162.29

104.84 5.79 607.00

1,090.30 5.00 5,451.49

3.00 838.69 25.16

20.97 220.00 4,612.81

20.97 240.00 5,032.15

1,090.2900 15.09 16,452.48

29.11 5.79 168.55

72.72 180.00 13,090.01

14.50 220.00 3,190.20

2,541.4800 6.00 15,248.88

50.83 7.74 393.42

127.07 5.79 735.76

76.24 1.51 115.13

3.00 838.69 25.41

25.41 150.00 3,812.22

25.41 200.00 5,082.96

25.41 200.00 5,082.96

14.0000 55.00 770.00

14.00 55.00 770.00

263,860.89

762.45 10.00 7,624.50

56.42 8.38 472.81

1,013.43 8.06 8,168.23

543.88 7.74 4,209.63

4,204.21 5.79 24,342.40

222.38 5.35 1,189.73

22.74 5.35 121.65

22.74 5.20 118.24

22.74 5.20 118.24

3,335.69 3.50 11,674.92

124.74 3.20 399.17

3,729.53 5.40 20,139.44

22.38 70.00 1,566.53

432.06 65.00 28,083.58

213.49 70.00 14,944.02

167.84 9.24 1,550.86

4,950.84 24.00 118,820.21

38.04 7.00 266.31

39.16 13.45 526.75

4.48 1.20 5.37

258.72 1.51 390.67

30.00 40.00 1,200.00

909.56 2.00 1,819.12

28.42 12.50 355.30

10.31 42.00 432.86

2.54 45.00 114.37

10.31 128.50 1,324.33

106.56 2.90 309.02

8.00 125.55 1,004.39

56.42 10.25 578.31

1,406.15

52.88 120.00 6,345.90

17.79 3.40 60.49

254.15 10.25 2,605.04

254.15 6.00 1,524.90

259,116.42

762.45 10.00 7,624.50

56.42 8.38 472.81

934.33 8.06 7,530.67

536.81 7.74 4,154.88

3,999.04 5.79 23,154.41

222.38 5.35 1,189.73

22.74 5.35 121.65

22.74 5.20 118.24

22.74 5.20 118.24

3,335.69 3.50 11,674.92

124.74 3.20 399.17

3,729.53 5.40 20,139.44

22.38 70.00 1,566.53

432.06 65.00 28,083.58

213.49 70.00 14,944.02

167.84 9.24 1,550.86

4,950.84 24.00 118,820.21

38.04 7.00 266.31

39.16 13.45 526.75

4.48 1.20 5.37

258.72 1.51 390.67

30.00 40.00 1,200.00

909.56 2.00 1,819.12

28.42 12.50 355.30

2.54 45.00 114.37

106.56 2.90 309.02

56.42 10.25 578.31

1,311.20

52.88 120.00 6,345.90

17.79 3.40 60.49

254.15 10.25 2,605.04

254.15 6.00 1,524.90

2,541.4800 0.78 1,982.35

56.42 8.38 472.81

56.42 7.74 436.70

56.42 5.79 326.68

2.54 45.00 114.37

56.42 10.25 578.31

3.00 838.69 25.41

227.3900 26.25 5,968.99

151.60 8.06 1,221.90

151.60 7.74 1,173.39

151.60 5.79 877.77

22.74 5.35 121.65

22.74 5.20 118.24

22.74 5.20 118.24

909.56 2.00 1,819.12

28.42 12.50 355.30

5.00 3,274.42 163.72

3,176.8500 6.20 19,696.47

127.07 8.06 1,024.22

254.15 5.79 1,471.52

222.38 5.35 1,189.73

3,335.69 3.50 11,674.92

3.00 2,128.49 63.54

35.26 120.00 4,231.56

17.79 3.40 60.49

3,551.9300 7.11 25,254.22

135.33 8.06 1,090.75

270.66 5.79 1,567.10

3,729.53 5.40 20,139.44

106.56 2.90 309.02

3.00 2,379.79 71.04

17.05 120.00 2,045.92

118.8000 4.71 559.55

4.53 8.06 36.48

9.05 5.79 52.41

124.74 3.20 399.17

3.00 79.60 2.38

0.57 120.00 68.42

508.3000 390.34 198,409.82

762.45 10.00 7,624.50

508.30 8.06 4,096.90

254.15 7.74 1,967.12

3,049.80 5.79 17,658.34

432.06 65.00 28,083.58

213.49 70.00 14,944.02

4,950.84 24.00 118,820.21

93.53 1.51 141.23

3.00 31,346.86 940.36

254.15 10.25 2,605.04

254.15 6.00 1,524.90

2,541.4800 0.23 584.54

58.20 5.79 336.98

165.20 1.51 249.45

3.00

1,118.9500 4.88 5,460.48

7.50 8.06 60.43

74.63 7.74 577.67

149.16 5.79 863.61

22.38 70.00 1,566.53

167.84 9.24 1,550.86

38.04 7.00 266.31

39.16 13.45 526.75

4.48 1.20 5.37

3.00 1,488.20 44.76

30.0000 40.00 1,200.00

30.00 40.00 1,200.00

4,744.47

79.10 8.06 637.56

7.07 7.74 54.75

205.18 5.79 1,187.99

10.31 42.00 432.86

10.31 128.50 1,324.33

8.00 125.55 1,004.39

94.95

8.0000 154.08 1,232.64

16.00 8.06 128.96

16.00 5.79 92.64

8.00 125.55 1,004.39

3.00 221.36 6.64

840.0000 3.50 2,940.00

56.03 8.06 451.59

168.00 5.79 972.72

8.40 42.00 352.80

8.40 128.50 1,079.40

5.00 1,512.00 75.60

423.5800 1.35 571.83

7.07 8.06 57.01

7.07 7.74 54.75

21.18 5.79 122.63

1.91 42.00 80.06

1.91 128.50 244.93

5.00 254.15 12.71

127,118.95

111.51 10.00 1,115.12

61.45 10.00 614.51

39.02 8.38 326.97

2,060.20 8.06 16,605.24

462.60 7.74 3,580.54

3,185.19 5.79 18,442.22

110.14 5.35 589.23

81.89 5.20 425.85

103.08 5.20 535.99

4.87 70.00 340.93

142.17 65.00 9,241.11

102.88 55.00 5,658.19

15.29 55.00 841.13

91.99 70.00 6,439.51

36.53 9.24 337.52

1,421.71 24.00 34,121.04

8.28 7.00 57.96

8.52 13.45 114.64

0.97 1.20 1.17

104.10 1.51 157.19

2,562.73 2.00 5,125.45

182.08 2.20 400.58

20.33 26.00 528.63

114.14 12.50 1,426.69

1.76 45.00 79.09

39.02 10.25 399.93

1,410.03

111.51 10.25 1,143.00

46.03 180.00 8,284.82

32.91 220.00 7,239.28

111.51 6.00 669.07

84.81 9.75 826.94

46,015.63

46.60 10.00 465.96

18.81 8.38 157.60

1,177.77 8.06 9,492.79

114.11 7.74 883.21

966.79 5.79 5,597.73

67.77 5.35 362.59

67.77 5.20 352.42

67.77 5.20 352.42

0.64 70.00 44.48

59.41 65.00 3,861.42

38.44 70.00 2,690.77

4.77 9.24 44.03

594.07 24.00 14,257.56

1.08 7.00 7.56

1.11 13.45 14.96

0.13 1.20 0.15

26.91 1.51 40.63

2,033.19 2.00 4,066.38

20.33 26.00 528.63

84.72 12.50 1,058.95

0.85 45.00 38.12

18.81 10.25 192.77

734.81

46.60 10.25 477.61

46.60 6.00 279.57

847.1600 0.78 660.78

18.81 8.38 157.60

18.81 7.74 145.57

18.81 5.79 108.89

0.85 45.00 38.12

18.81 10.25 192.77

3.00 279.56 8.47

44.4800 15.90 707.23

118.61 5.79 686.78

3.00 681.88 20.46

677.7300 28.33 19,200.09

1,084.37 8.06 8,740.01

542.18 5.79 3,139.25

67.77 5.35 362.59

67.77 5.20 352.42

67.77 5.20 352.42

2,033.19 2.00 4,066.38

20.33 26.00 528.63

84.72 12.50 1,058.95

5.00 11,928.05 596.40

69.8900 361.29 25,250.56

46.60 10.00 465.96

93.18 8.06 751.07

93.18 7.74 721.25

279.56 5.79 1,618.65

59.41 65.00 3,861.42

38.44 70.00 2,690.77

594.07 24.00 14,257.56

12.93 1.51 19.52

3.00 3,564.39 106.93

46.60 10.25 477.61

46.60 6.00 279.57

127.0700 0.33 41.93

3.39 5.79 19.64

13.98 1.51 21.11

5.00 25.41 1.27

31.7700 4.88 155.04

0.21 8.06 1.72

2.12 7.74 16.40

4.23 5.79 24.52

0.64 70.00 44.48

4.77 9.24 44.03

1.08 7.00 7.56

1.11 13.45 14.96

0.13 1.20 0.15

3.00 42.25 1.27

59,378.45

54.87 10.00 548.69

3.57 10.00 35.74

18.27 8.38 153.11

787.87 8.06 6,350.20

306.32 7.74 2,370.95

1,919.03 5.79 11,111.21

37.04 5.35 198.14

12.35 5.20 64.19

30.86 5.20 160.49

4.12 70.00 288.05

69.96 65.00 4,547.08

102.88 55.00 5,658.19

45.27 70.00 3,168.55

30.86 9.24 285.17

699.55 24.00 16,789.20

7.00 7.00 48.97

7.20 13.45 96.86

0.82 1.20 0.99

68.72 1.51 103.77

462.94 2.00 925.88

164.60 2.20 362.12

25.72 12.50 321.49

0.82 45.00 37.04

18.27 10.25 187.28

580.79

54.87 10.25 562.41

14.27 180.00 2,569.05

3.57 220.00 786.17

54.87 6.00 329.22

73.17 9.75 713.36

823.0100 0.78 641.95

18.27 8.38 153.11

18.27 7.74 141.42

18.27 5.79 105.79

0.82 45.00 37.04

18.27 10.25 187.28

3.00 271.59 8.23

164.6000 15.90 2,617.14

438.94 5.79 2,541.46

3.00 2,523.32 75.72

823.0100 2.59 2,131.60

73.25 8.06 590.38

73.25 5.79 424.11

164.60 2.20 362.12

3.00 1,094.60 32.92

73.17 9.75 713.36

213.9800 15.75 3,370.18

570.62 5.79 3,303.89

2.00 3,316.69 66.33

213.9800 15.96 3,415.12

3.57 10.00 35.74

3.57 5.79 20.69

2.00 106.99 2.14

14.27 180.00 2,569.05

3.57 220.00 786.17

205.7500 32.54 6,695.10

329.20 8.06 2,653.35

164.60 7.74 1,274.00

164.60 5.79 953.03

37.04 5.35 198.14

12.35 5.20 64.19

30.86 5.20 160.49

462.94 2.00 925.88

25.72 12.50 321.49

3.00 4,870.10 146.08

823.0100 11.64 9,579.84

274.31 8.06 2,210.93

274.31 5.79 1,588.25

102.88 55.00 5,658.19

3.00 3,843.46 115.22

82.3000 361.29 29,734.17

54.87 10.00 548.69

109.73 8.06 884.43

109.73 7.74 849.31

329.20 5.79 1,906.07

69.96 65.00 4,547.08

45.27 70.00 3,168.55

699.55 24.00 16,789.20

15.23 1.51 22.99

3.00 4,197.30 125.92

54.87 10.25 562.41

54.87 6.00 329.22

823.0100 0.23 189.29

18.85 5.79 109.12

53.50 1.51 80.78

3.00

205.7500 4.88 1,004.06

1.38 8.06 11.11

13.72 7.74 106.22

27.43 5.79 158.80

4.12 70.00 288.05

30.86 9.24 285.17

7.00 7.00 48.97

7.20 13.45 96.86

0.82 1.20 0.99

3.00 273.65 8.23

21,724.87

10.05 10.00 100.47

57.88 10.00 578.77

1.94 8.38 16.26

94.57 8.06 762.25

42.17 7.74 326.38

299.36 5.79 1,733.28

5.33 5.35 28.50

1.78 5.20 9.24

4.44 5.20 23.09

0.12 70.00 8.40

12.81 65.00 832.62

15.29 55.00 841.13

8.29 70.00 580.19

0.90 9.24 8.32

128.10 24.00 3,074.28

0.20 7.00 1.43

0.21 13.45 2.82

0.02 1.20 0.03

8.47 1.51 12.79

66.60 2.00 133.20

17.48 2.20 38.45

3.70 12.50 46.25

0.09 45.00 3.93

1.94 10.25 19.89

94.43

10.05 10.25 102.98

31.75 180.00 5,715.77

29.33 220.00 6,453.11

10.05 6.00 60.28

11.65 9.75 113.58

87.3900 0.78 68.16

1.94 8.38 16.26

1.94 7.74 15.02

1.94 5.79 11.23

0.09 45.00 3.93

1.94 10.25 19.89

3.00 28.84 0.87

34.9600 15.90 555.86

93.23 5.79 539.79

3.00 535.94 16.08

87.3900 3.65 318.97

11.67 8.06 94.03

11.67 5.79 67.55

17.48 2.20 38.45

3.00 174.78 5.24

11.65 9.75 113.58

213.9800 58.41 12,498.57

57.07 10.00 570.69

85.59 5.79 495.58

2.00 1,069.90 21.40

28.52 180.00 5,134.23

28.52 220.00 6,275.17

45.4400 17.01 772.93

0.81 10.00 8.09

0.81 5.79 4.68

2.00 22.72 0.45

3.23 180.00 581.54

0.81 220.00 177.94

29.6000 28.47 842.71

39.47 8.06 318.09

19.73 7.74 152.74

19.73 5.79 114.26

5.33 5.35 28.50

1.78 5.20 9.24

4.44 5.20 23.09

66.60 2.00 133.20

3.70 12.50 46.25

3.00 582.23 17.46

87.3900 13.43 1,173.65

23.31 8.06 187.85

23.31 5.79 134.95

15.29 55.00 841.13

3.00 320.72 9.61

15.0700 361.29 5,444.64

10.05 10.00 100.47

20.09 8.06 161.95

20.09 7.74 155.52

60.28 5.79 349.02

12.81 65.00 832.62

8.29 70.00 580.19

128.10 24.00 3,074.28

2.79 1.51 4.21

3.00 768.57 23.06

10.05 10.25 102.98

10.05 6.00 60.28

87.3900 0.23 20.10

2.00 5.79 11.59

5.68 1.51 8.58

3.00

6.0000 4.88 29.28

0.04 8.06 0.32

0.40 7.74 3.10

0.80 5.79 4.63

0.12 70.00 8.40

0.90 9.24 8.32

0.20 7.00 1.43

0.21 13.45 2.82

0.02 1.20 0.03

3.00 7.98 0.24

3,369.94

2.04 10.00 20.40

0.20 10.00 2.02

0.26 8.38 2.17

48.08 8.06 387.49

47.26 7.74 365.82

69.16 5.79 400.46

13.11 5.35 70.14

13.55 5.20 70.44

1.38 380.00 524.40

0.05 5.20 0.24

2.30 65.00 149.17

1.53 70.00 107.10

26.01 24.00 624.24

0.05 22.00 1.12

0.57 1.51 0.85

185.29 2.00 370.58

4.66 2.20 10.25

0.02 45.00 1.05

0.26 10.25 2.65

33.57

0.03 3.40 0.12

2.04 10.25 20.91

0.81 180.00 145.51

0.20 220.00 44.53

2.04 6.00 12.24

0.26 8.75 2.26

23.3000 0.59 13.75

0.26 8.38 2.17

0.26 7.74 2.00

0.52 5.79 3.00

0.05 5.20 0.24

0.02 45.00 1.05

0.26 10.25 2.65

3.00 7.69 0.23

0.26 8.75 2.26

9.3200 15.90 148.19

24.85 5.79 143.90

3.00 142.88 4.29

12.1200 15.75 190.89

32.32 5.79 187.14

2.00 187.86 3.76

12.1200 15.96 193.44

0.20 10.00 2.02

0.20 5.79 1.17

2.00 6.06 0.12

0.81 180.00 145.51

0.20 220.00 44.53

23.3000 2.35 54.76

3.11 8.06 25.07

3.11 5.79 18.01

4.66 2.20 10.25

3.00 46.60 1.40

43.7000 26.16 1,143.19

38.84 8.06 313.09

38.84 7.74 300.66

13.11 5.35 70.14

13.55 5.20 70.44

185.29 2.00 370.58

3.00 611.80 18.35

3.0600 359.91 1,101.32

2.04 10.00 20.40

6.12 8.06 49.33

8.16 7.74 63.16

8.16 5.79 47.25

2.30 65.00 149.17

1.53 70.00 107.10

26.01 24.00 624.24

0.05 22.00 1.12

0.57 1.51 0.85

3.00 180.54 5.42

0.03 3.40 0.12

2.04 10.25 20.91

2.04 6.00 12.24

1.3800 380.00 524.40

1.38 380.00 524.40

10,981.92

76.80 8.06 619.01

96.00 5.79 555.84

48.00 13.60 652.80

2.40 7.50 18.00

144.00 12.00 1,728.00

48.00 58.00 2,784.00

48.00 17.00 816.00

48.00 12.00 576.00

96.00 5.50 528.00

96.00 5.80 556.80

96.00 22.00 2,112.00

35.04

48.0000 46.64 2,238.72

38.40 8.06 309.50

48.00 17.00 816.00

48.00 12.00 576.00

96.00 5.50 528.00

3.00 303.84 9.12

48.0000 182.15 8,743.20

38.40 8.06 309.50

96.00 5.79 555.84

48.00 13.60 652.80

2.40 7.50 18.00

144.00 12.00 1,728.00

48.00 58.00 2,784.00

96.00 5.80 556.80

96.00 22.00 2,112.00

3.00 864.00 25.92

7,933.20

48.00 8.06 386.88

240.00 5.79 1,389.60

210.96 3.20 675.07

9.00 65.00 585.00

6.00 70.00 420.00

102.00 24.00 2,448.00

12.00 125.00 1,500.00

2.00 1.51 3.03

120.00 2.00 240.00

88.80

48.00 4.10 196.80

12.0000 661.10 7,933.20

48.00 8.06 386.88

240.00 5.79 1,389.60

210.96 3.20 675.07

9.00 65.00 585.00

6.00 70.00 420.00

102.00 24.00 2,448.00

12.00 125.00 1,500.00

2.00 1.51 3.03

120.00 2.00 240.00

5.00 1,776.00 88.80

48.00 4.10 196.80

4,513.91

9.58 8.06 77.23

454.36 5.79 2,630.73

0.01 70.00 0.70

19.20 35.00 671.95

0.15 24.00 3.60

5.12 80.00 409.57

11.94 1.20 14.33

54.00 5.80 313.20

1.00 320.00 320.00

83.43

4,513.91

9.58 8.06 77.23

454.36 5.79 2,630.73

0.01 70.00 0.70

19.20 35.00 671.95

0.15 24.00 3.60

5.12 80.00 409.57

11.94 1.20 14.33

54.00 5.80 313.20

1.00 320.00 320.00

83.43

127.9900 10.31 1,319.58

4.26 8.06 34.35

34.13 5.79 197.64

19.20 35.00 671.95

5.12 80.00 409.57

3.00 213.74 6.40

54.0000 10.15 548.10

4.32 8.06 34.82

34.56 5.79 200.10

54.00 5.80 313.20

3,851.6200 0.60 2,310.97

385.16 5.79 2,230.09

11.94 1.20 14.33

3.00 2,580.59 77.03

1.0000 335.26 335.26

1.00 8.06 8.06

0.50 5.79 2.90

0.01 70.00 0.70

0.15 24.00 3.60

1.00 320.00 320.00

Fecha : ###

PROYECTO:MEJORAMIENTO DE LA TRANSITABILIDAD VEHICULAR Y PEATONAL EN LAS CALLES 01,02,03,04 Y PASAJES 01,02,03 Y 04 DE LA APV VILLA EL CHAPARRAL

P R O G R A M A C I O N M E N S U A L D E R E C U R S O S

DESCRIPCION RECURSO MANO DE OBRA MES 01 MES 02 MES 03 MES 04Código Recurso Unidad Cantidad Precio S/. Parcial S/. Presupuestado S/. CANT PARCIAL S/. CANT PARCIAL S/. CANT PARCIAL S/. CANT PARCIAL S/.

0147000022 OPERADOR DE EQUIPO LIVIANO hh 439.8752 10.00 4,398.75 4,398.75 19.91 199.11 148.76 1,487.63 210.38 2,103.82 60.76 607.55 0147000023 OPERADOR DE EQUIPO PESADO hh 89.7832 10.00 897.83 897.83 31.71 317.11 46.81 468.07 10.87 108.73 0.21 2.08 0147000032 TOPOGRAFO hh 107.0852 8.38 897.37 897.37 29.28 245.33 38.73 324.55 35.85 300.44 3.91 32.75 0147010002 OPERARIO hh 2,480.3943 8.06 19,991.98 19,991.98 209.04 1,684.84 983.31 7,925.50 972.01 7,834.39 316.42 2,550.38 0147010003 OFICIAL hh 833.6609 7.74 6,452.54 6,452.54 65.84 509.58 310.74 2,405.14 353.95 2,739.58 102.36 792.23 0147010004 PEON hh 7,862.2154 5.79 45,522.23 45,522.23 644.24 3,730.13 3,214.76 18,613.45 3,131.43 18,131.00 867.55 5,023.14

SUB TOTALES S/. 78,160.70 78,160.70 6,686.10 31,224.35 31,217.96 9,008.13


DESCRIPCION RECURSO MATERIALES MES 01 MES 02 MES 03 MES 04Código Recurso Unidad Cantidad Precio S/. Parcial S/. Presupuestado S/. CANT PARCIAL S/. CANT PARCIAL S/. CANT PARCIAL S/. CANT PARCIAL S/.

0201800001 LUBRICANTE PARA TUBERIA TIPO MAZZA gln 4.022 60 241.2 241.32 0.00 0 4.02 241.32 0.00 0 0.00 0

0202000007 ALAMBRE NEGRO RECOCIDO # 16 kg 113.0206 4.4 497.288 497.29064 0.00 0 45.50 200.20792 68.25 300.31188 0.00 0

0202000008 ALAMBRE NEGRO RECOCIDO # 8 kg 97.0716 4.1 397.987 397.99356 9.17 37.615 38.83 159.21716 41.98 172.13726 7.17 29.40168

0202010005 CLAVOS PARA MADERA C/C 3" kg 74.3942 4.3 319.877 319.89506 9.30 39.995 30.94 133.04992 31.84 136.90486 2.40 10.33032

0202010007 CLAVOS PARA MADERA C/C 4" kg 64.326 4.3 276.619 276.6018 9.05 38.915 28.79 123.81121 20.70 88.99989 6.01 25.8258

0202040010 ALAMBRE NEGRO N°8 kg 15.5295 4.8 74.544 74.5416 0.00 0 0.00 0 8.48 40.716 7.05 33.8256

0202120006 CLAVOS DE ACERO DE 2" pza 1.2545 4.5 5.625 5.64525 0.11 0.50282 0.56 2.50985 0.49 2.21819 0.23 1.04164

0202970009 ACERO CORRUGADO 1/2" kg 215.9295 3.15 680.1795 680.177925 0.00 0 160.75 506.36945 55.27 174.08945 0.00 0

0202970043 ACERO CORRUGADO 3/4" kg 2483.313 3.15 7822.4265 7822.43595 0.00 0 994.08 3131.33944 1,491.11 4697.00916 0.00 0

0203020001 ACERO CORRUGADO 0 1/4" kg 1695.309 3.9 6611.709 6611.7051 0.00 0 678.95 2647.9112 1,018.43 3971.8668 0.00 0

0203020002 ACERO CORRUGADO 0 3/8" kg 108.7065 3.15 342.4365 342.425475 0.00 0 0.00 0 59.42 187.1805 49.37 155.5038

0204000000 ARENA FINA m3 18.5714 70 1299.9 1299.998 0.00 0 3.30 230.965 6.60 461.93 8.67 607.103

0205000003 PIEDRA CHANCADA DE 1/2" A 3/4" m3 296.4165 70 20749.4 20749.155 14.81 1036.49 98.57 6899.746 140.50 9834.67625 42.55 2978.24275

0205000010 PIEDRA MEDIANA DE 4" m3 62.815 60 3768.6 3768.9 0.00 0 21.99 1319.115 28.27 1696.005 12.56 753.78

0205010004 ARENA GRUESA m3 174.1956 65 11323 11322.714 9.58 622.765 68.52 4453.98495 73.37 4768.8862 22.73 1477.60535

0205320001 MATERIAL CLASIFICADO PARA BASE (Cant. SAm3 712.153 5 3560.75 3560.765 284.86 1424.306 427.29 2136.459 0.00 0 0.00 0

0205330003 PIEDRA m3 19.937 60 1196.4 1196.22 0.00 0 9.28 556.92 10.12 606.9 0.54 32.4

0210140009 CACHIMBA O DESAGUE DE URINARIO und 41 23 943 943 0.00 0 14.35 330.05 16.40 377.2 10.25 235.75

0213000006 ASFALTO RC-250 gln 139.2105 11.8 1642.678 1642.6839 0.00 0 24.75 292.00575 49.49 584.0115 64.97 766.66665

0221000000 CEMENTO PORTLAND TIPO I (42.5KG) BOL 3295.6465 22.8 75140.82 75140.7402 140.17 3195.878 1,108.69 25278.189 1,597.42 36421.1193 449.37 10245.5847

0229120063 TECKNOPORT E= 1" m2 0.0326 13.8 0.414 0.44988 0.00 0 0.00 0 0.03 0.4485 0.00 0

0229720002 ACCESORIOS DIVERSOS GLB 82 45 3690 3690 0.00 0 28.70 1291.5 32.80 1476 20.50 922.5

0229730001 Leña qq 31.5543 10.7 337.585 337.63101 0.00 0 5.55 59.391 11.10 118.782 14.57 155.9322

0229990052 Pruebas de Proctor, Modificado, y Densidad GLB 16 55 880 880 2.72 149.6 9.28 510.4 4.00 220 0.00 0

0230020001 YESO DE 28 Kg BOL 3.3363 4.8 16.032 16.01424 3.48 16.6815 0.00 0 0.00 0 0.00 0

0230550005 NIVEL hm 33.363 7 233.52 233.541 0.00 0 0.00 0 0.00 0 0.00 0

0230990080 WINCHA und 0.3336 50 16.5 16.68 0.33 16.6815 0.00 0 0.00 0 0.00 0

0231410001 TAPA DE CONCRETO ARMADO PARA BUZON pza 6 130 780 780 0.00 0 6.00 780 0.00 0 0.00 0

0234020001 KEROSENE gln 32.4825 10.8 350.784 350.811 0.00 0 5.80 62.6905 11.61 125.381 15.24 164.5951

0237010064 Escoba de paja con mango de madera und 8.8835 3.8 33.744 33.7573 0.00 0 0.87 3.2995 1.74 6.599 6.67 25.3444

0238000000 HORMIGON m3 35.6185 65 2315.3 2315.2025 0.23 14.95 15.45 1004.445 19.94 1295.8075 0.00 0

0239010052 Alquiler para almacen mes 4 500 2000 2000 4.00 2000 0.00 0 0.00 0 0.00 0

0239050000 AGUA m3 313.9155 1.75 549.36 549.352125 32.10 56.17992 128.02 224.03004 107.17 187.54184 38.33 67.0735

0239150000 PRUEBAS DE CALIDAD DE CONCRETO( Rotura und 15 28 420 420 0.00 0 3.75 105 7.50 210 3.75 105

0239900007 CARTEL DE OBRA PANAFLEX 3.6 x 2.40 m und 1 240 240 240 1.00 240 0.00 0 0.00 0 0.00 0

0243000025 MADERA NACIONAL P/ENCOFRADO-CARP p2 1997.065 2.95 5891.3565 5891.34175 271.50 800.925 917.71 2707.23814 718.70 2120.16968 89.43 263.82048

0243160052 REGLA DE MADERA p2 109.902 3.7 406.63 406.6374 0.00 0 53.37 197.4579 55.82 206.5155 0.72 2.664

0243510061 ESTACA DE MADERA p2 5.0045 2.8 14 14.0126 5.96 16.6815 0.00 0 0.00 0 0.00 0

0243600031 ROLLIZO DE EUCALIPTO DE 6" x 6.00 M pza 2 25 50 50 2.00 50 0.00 0 0.00 0 0.00 0

0244030021 TRIPLAY DE 4'x8'x 4 mm pln 35.0535 28.5 998.925 999.02475 2.73 77.83 12.62 359.6994 19.76 563.2996 0.00 0

0251900004 REJILLA METALICA m2 7.56 850 6426 6426 0.00 0 0.00 0 5.00 4250 2.56 2176

0253000002 PETROLEO DIESEL # 2 gln 168.5313 12.4 2089.772 2089.78812 111.31 1380.275 31.79 394.15415 20.47 253.77375 4.97 61.5846

0253030027 THINER gln 0.828 21.3 17.679 17.6364 0.00 0 0.00 0 0.00 0 0.82 17.388

0254020050 PINTURA ESMALTE SINTETICO CPP gln 12.8094 43 550.83 550.8042 9.19 395.11588 1.71 73.60988 1.58 67.92044 0.21 9.0872

0254450070 PINTURA DE TRAFICO gln 0.828 63 52.29 52.164 0.00 0 0.00 0 0.00 0 0.83 52.164

0257000005 PLANCHA ME HIERRO FUNDIDO LABRADA und 1 400 400 400 0.00 0 0.00 0 0.00 0 1.00 400

0260000002 TEKNOPOR DE 1" x 4' x 8' pln 1.134 13.8 15.594 15.6492 0.00 0 0.00 0 0.00 0 1.13 15.6492

0272220007 TAPON HEMBRA PVC SAL P/DESAGUE DE 12und 2.512 87.5 219.625 219.8 0.00 0 2.51 219.8 0.00 0 0.00 0

0273010010 TUBO PVC SAL 6" m 307.5 19.33 5943.975 5943.975 0.00 0 107.63 2080.463 123.00 2377.672 76.88 1486.045

0273010033 TUBO PVC SAL 12" CON ANILLO FLEX m 84.462 64 5405.44 5405.568 0.00 0 84.46 5405.568 0.00 0 0.00 0

0274010010 TUBO PVC SAP 3/4" und 82 12 984 984 0.00 0 28.70 344.4 32.80 393.6 20.50 246

0274010093 TUBO PVC Ý1" X 5 MTS. und 283.8072 4.9 1390.669 1390.65528 0.00 0 113.91 558.15416 170.86 837.23124 0.00 0

0280010001 Señalizacion de calles und 3 280 840 840 0.00 0 0.00 0 0.00 0 3.00 840

SUB TOTALES S/. 180,454.46 180,454.70 11,611.39 65,024.47 79,232.90 24,363.91


DESCRIPCION RECURSO MATERIALES MES 01 MES 02 MES 03 MES 04Código Recurso Unidad Cantidad Precio S/. Parcial S/. Presupuestado S/. CANT PARCIAL S/. CANT PARCIAL S/. CANT PARCIAL S/. CANT PARCIAL S/.

0330550056 Estacion Total hm 110.7552 12 1329.12 1329.06 33.30 S/. 399.65 38.48 S/. 461.73 35.62 S/. 427.41 3.90 S/. 46.76

0337010001 HERRAMIENTAS MANUALES %MO 0 0 2557.83 2557.83 S/. 218.47 S/. 1,008.77 S/. 1,019.74 S/. 310.85

0337020043 BALDE PRUEBA-TAPON -ABRAZ. Y ACCESORIOShm 5.024 15 75.30 75.36 0.00 S/. 0.00 5.02 S/. 75.36 0.00 S/. 0.00 0.00 S/. 0.00

0337030001 CIZALLA P/FIERRO CONST. HASTA 3/4" und 30.1206 2.1 63.25 63.25 0.00 S/. 0.00 10.91 S/. 22.90 16.50 S/. 34.66 0.22 S/. 0.47

0337520087 HOJAS DE SIERRA und 9.0792 7 63.56 63.55 0.00 S/. 0.00 3.69 S/. 25.83 5.57 S/. 39.02 0.00 S/. 0.00

0348010011 MEZCLADORA DE CONCRETO DE 9 -11P3 hm 279.2721 12 3351.24 3351.27 19.90 S/. 238.83 95.39 S/. 1,144.68 127.80 S/. 1,533.62 36.17 S/. 434.00

0348110007 VOLQUETE DE 15 M3 hm 110.8561 150 16629.00 16628.42 23.83 S/. 3,574.73 61.91 S/. 9,286.65 24.97 S/. 3,744.83 0.17 S/. 24.95

0348120001 CAMION CISTERNA 4X2 (AGUA) 1,500 GAL. hm 24.6032 150 3690.00 3690.48 5.54 S/. 830.36 12.92 S/. 1,937.50 6.15 S/. 922.62 0.00 S/. 0.00

0348990040 FORMAS METALICAS D/ENCF.P/APOYAR CERCH HE 24 2.1 50.40 50.40 0.00 S/. 0.00 24.00 S/. 50.40 0.00 S/. 0.00 0.00 S/. 0.00

0349030007 RODILLO LISO VIBR AUTOP 101-135HP 10-12T hm 24.6032 180 4428.00 4428.58 5.54 S/. 996.43 12.92 S/. 2,325.00 6.15 S/. 1,107.14 0.00 S/. 0.00

0349040007 CARGADOR S/LLANTAS 80-95 HP 1.5-1.75 YD3 hm 39.3227 180 7077.60 7078.09 11.42 S/. 2,055.66 22.44 S/. 4,038.46 5.41 S/. 974.29 0.04 S/. 7.48

0349040034 TRACTOR DE ORUGAS DE 190-240 HP hm 22.9932 200 4598.00 4598.64 11.52 S/. 2,304.34 11.47 S/. 2,294.28 0.00 S/. 0.00 0.00 S/. 0.00

0349070004 VIBRADOR DE CONCRETO 4 HP 2.40" hm 261.4021 3.2 836.48 836.49 19.92 S/. 63.76 87.42 S/. 279.75 117.65 S/. 376.48 36.11 S/. 115.54

0349090000 MOTONIVELADORA DE 125 HP hm 24.6032 180 4428.00 4428.58 5.54 S/. 996.43 12.92 S/. 2,325.00 6.15 S/. 1,107.14 0.00 S/. 0.00

0349100021 PLANCHA COMPACTADORA hm 86.25 8.5 733.13 733.13 0.00 S/. 0.00 44.91 S/. 381.70 40.71 S/. 346.00 0.48 S/. 4.07

0349190003 NIVEL HE 6.9626 7.5 52.20 52.22 31.68 S/. 237.56 2.68 S/. 20.08 2.37 S/. 17.75 1.11 S/. 8.33

SUB TOTALES S/. 49,963.11 49,965.33 S/. 11,916.22 S/. 25,678.10 S/. 11,650.70 S/. 952.44

R E S U M E N P R O G R A M A C I O N M E N S U A L D E R E C U R S O S

DESCRIPCION DE GASTO INVERSION MES 01 MES 02 MES 03 MES 04308,566.71 COSTO DIRECTO S/. 308,566.71 S/. 30,213.71 S/. 121,926.92 S/. 122,101.56 S/. 34,324.48

36,833.83 ### GASTOS GENERALES 11.94% S/. 36,833.83 S/. 3,606.63 S/. 14,554.50 S/. 14,575.35 S/. 4,097.34

15,832.38 5.13094234% GASTOS SUPERVISIÓN 5.13% S/. 15,832.38 S/. 1,550.25 S/. 6,256.00 S/. 6,264.96 S/. 1,761.17

7,069.76 2.29115934% GASTOS DE EXPEDIENTE TECNICO S/. 7,069.75 S/. 692.24 S/. 2,793.54 S/. 2,797.54 S/. 786.43

6,436.75 2.08601407% GASTOS LIQUIDACION 2.08% S/. 6,436.74 S/. 630.26 S/. 2,543.41 S/. 2,547.06 S/. 716.01

374,739.42 PRESUPUESTO TOTAL S/. 374,739.42 S/. 36,693.10 S/. 148,074.42 S/. 148,286.47 S/. 41,685.43

OPERADOR DE EQUIPO LIVIANO hh 439.8752 10.00 4,398.80

OPERADOR DE EQUIPO PESADO hh 89.7832 10.00 897.80

TOPOGRAFO hh 107.0852 8.38 897.41

OPERARIO hh 2,480.3943 8.06 19,991.94

OFICIAL hh 833.6609 7.74 6,452.53

PEON hh 7,862.2154 5.79 45,522.25

LUBRICANTE PARA TUBERIA TIPO MAZZA gln 4.0220 60.00 241.20

ALAMBRE NEGRO RECOCIDO # 16 kg 113.0206 4.40 497.29

ALAMBRE NEGRO RECOCIDO # 8 kg 97.0716 4.10 397.99

CLAVOS PARA MADERA C/C 3" kg 74.3942 4.30 319.88

CLAVOS PARA MADERA C/C 4" kg 64.3260 4.30 276.62

ALAMBRE NEGRO N°8 kg 15.5295 4.80 74.54

CLAVOS DE ACERO DE 2" pza 1.2545 4.50 5.63

ACERO CORRUGADO 1/2" kg 215.9295 3.15 680.18

ACERO CORRUGADO 3/4" kg 2,483.3130 3.15 7,822.43

ACERO CORRUGADO 0 1/4" kg 1,695.3090 3.90 6,611.71

ACERO CORRUGADO 0 3/8" kg 108.7065 3.15 342.44

ARENA FINA m3 18.5714 70.00 1,299.90

PIEDRA CHANCADA DE 1/2" A 3/4" m3 296.4165 70.00 20,749.40

PIEDRA MEDIANA DE 4" m3 62.8150 60.00 3,768.60

ARENA GRUESA m3 174.1956 65.00 11,323.00

MATERIAL CLASIFICADO PARA BASE (Cant. m3 712.1530 5.00 3,560.75

PIEDRA m3 19.9370 60.00 1,196.40

CACHIMBA O DESAGUE DE URINARIO und 41.0000 23.00 943.00

ASFALTO RC-250 gln 139.2105 11.80 1,642.68

CEMENTO PORTLAND TIPO I (42.5KG) BOL 3,295.6465 22.80 75,140.82

TECKNOPORT E= 1" m2 0.0326 13.80 0.41

ACCESORIOS DIVERSOS GLB 82.0000 45.00 3,690.00

Leña qq 31.5543 10.70 337.59

Pruebas de Proctor, Modificado, y Densidad GLB 16.0000 55.00 880.00

YESO DE 28 Kg BOL 3.3363 4.80 16.03

NIVEL hm 33.3630 7.00 233.52

WINCHA und 0.3336 50.00 16.50

TAPA DE CONCRETO ARMADO PARA BUZ pza 6.0000 130.00 780.00

KEROSENE gln 32.4825 10.80 350.78

Escoba de paja con mango de madera und 8.8835 3.80 33.74

HORMIGON m3 35.6185 65.00 2,315.30

Alquiler para almacen mes 4.0000 500.00 2,000.00

AGUA m3 313.9155 1.75 549.36

PRUEBAS DE CALIDAD DE CONCRETO( Roturund 15.0000 28.00 420.00

CARTEL DE OBRA PANAFLEX 3.6 x 2.40 m und 1.0000 240.00 240.00

MADERA NACIONAL P/ENCOFRADO-CARP p2 1,997.0650 2.95 5,891.36

REGLA DE MADERA p2 109.9020 3.70 406.63

ESTACA DE MADERA p2 5.0045 2.80 14.00

ROLLIZO DE EUCALIPTO DE 6" x 6.00 M pza 2.0000 25.00 50.00

TRIPLAY DE 4'x8'x 4 mm pln 35.0535 28.50 998.93

REJILLA METALICA m2 7.5600 850.00 6,426.00

PETROLEO DIESEL # 2 gln 168.5313 12.40 2,089.77

THINER gln 0.8280 21.30 17.68

PINTURA ESMALTE SINTETICO CPP gln 12.8094 43.00 550.83

PINTURA DE TRAFICO gln 0.8280 63.00 52.29

PLANCHA ME HIERRO FUNDIDO LABRADA und 1.0000 400.00 400.00

TEKNOPOR DE 1" x 4' x 8' pln 1.1340 13.80 15.59

TAPON HEMBRA PVC SAL P/DESAGUE DE 1und 2.5120 87.50 219.63

TUBO PVC SAL 6" m 307.5000 19.33 5,943.98

TUBO PVC SAL 12" CON ANILLO FLEX m 84.4620 64.00 5,405.44

TUBO PVC SAP 3/4" und 82.0000 12.00 984.00

TUBO PVC Ý1" X 5 MTS. und 283.8072 4.90 1,390.67

Señalizacion de calles und 3.0000 280.00 840.00

Estacion Total hm 110.7552 12.00 1,329.12

HERRAMIENTAS MANUALES %MO 2,557.83

BALDE PRUEBA-TAPON -ABRAZ. Y ACCES hm 5.0240 15.00 75.30

CIZALLA P/FIERRO CONST. HASTA 3/4" und 30.1206 2.10 63.25

HOJAS DE SIERRA und 9.0792 7.00 63.56

MEZCLADORA DE CONCRETO DE 9 -11P3 hm 279.2721 12.00 3,351.24

VOLQUETE DE 15 M3 hm 110.8561 150.00 16,629.00

CAMION CISTERNA 4X2 (AGUA) 1,500 GAL.hm 24.6032 150.00 3,690.00

FORMAS METALICAS D/ENCF.P/APOYAR HE 24.0000 2.10 50.40

RODILLO LISO VIBR AUTOP 101-135HP 10- hm 24.6032 180.00 4,428.00

CARGADOR S/LLANTAS 80-95 HP 1.5-1.75 hm 39.3227 180.00 7,077.60

TRACTOR DE ORUGAS DE 190-240 HP hm 22.9932 200.00 4,598.00

VIBRADOR DE CONCRETO 4 HP 2.40" hm 261.4021 3.20 836.48

MOTONIVELADORA DE 125 HP hm 24.6032 180.00 4,428.00

PLANCHA COMPACTADORA hm 86.2500 8.50 733.13

NIVEL HE 6.9626 7.50 52.20

Presupuesto MEJORAMIENTO DE VIAS EN LAS CALLES 03, 04 Y 05 DE LA APV VILLA ALLPA ORCCONA

PARTIDA MES01 MES02Partida Cartel de Identificacion de Obra 1.00Código 1 Factor 1.00

Mano de Obra 1 1.000147010002 OPERARIO 1 64.48 1.000147010004 PEON 1 69.48 1.00

Materiales 1 1.000202000008 ALAMBRE NEGRO RECOCIDO # 8 1 0.51 1.000202010005 CLAVOS PARA MADERA C/C 3" 1 1.08 1.00

0221000000 CEMENTO PORTLAND TIPO I (42.5KG) 1 18.47 1.000238000000 HORMIGON 1 14.95 1.000239900007 CARTEL DE OBRA PANAFLEX 3.6 x 2.40 m 1 240.00 1.000243600031 ROLLIZO DE EUCALIPTO DE 6" x 6.00 M 1 50.00 1.00

Equipos 1 1.000337010001 HERRAMIENTAS MANUALES 1 4.02 1.00Partida Almacen en Obra 1.00Código 4 Factor 1.00

Materiales 4 1.000239010052 Alquiler para almacen 4 500.00 1.00Partida Movilizacion y desmovilizacion de equip 1.00Código 2 Factor 1.00

Mano de Obra 2 1.000147000023 OPERADOR DE EQUIPO PESADO 2 10.00 1.000147010004 PEON 2 185.28 1.00

2 1.00Materiales 2 1.00

0253000002 PETROLEO DIESEL # 2 2 620.00 1.00Partida Trazo y Replanteo Preliminar 1.00Código 1668.15 Factor 1.00

Mano de Obra 1668.15 1.000147000032 TOPOGRAFO 1668.15 0.07 1.000147010004 PEON 1668.15 0.10 1.00

Materiales 1668.15 1.000230020001 YESO DE 28 Kg 1668.15 0.01 1.000230550005 NIVEL 1668.15 0.14 1.000230990080 WINCHA 1668.15 0.01 1.000243510061 ESTACA DE MADERA 1668.15 0.01 1.000254020050 PINTURA ESMALTE SINTETICO CPP 1668.15 0.22 1.00

Equipos 1668.15 1.000330550056 Estacion Total 1668.15 0.13 1.00Partida Limpieza de Terreno Manual 1.00

Mano de Obra 1668.15 1.000147010002 OPERARIO 1668.15 0.05 1.000147010004 PEON 1668.15 0.39 1.00

Equipos 1668.15 1.000337010001 HERRAMIENTAS MANUALES 1668.15 0.02 1.00Partida Trazo, niveles y replanteo durante la eje 0.50 0.50

Mano de Obra 1230.16 0.50 0.500147000032 TOPOGRAFO 1230.16 0.19 0.50 0.500147010003 OFICIAL 1230.16 0.17 0.50 0.500147010004 PEON 1230.16 0.13 0.50 0.50

Materiales 1230.16 0.50 0.500254020050 PINTURA ESMALTE SINTETICO CPP 1230.16 0.04 0.50 0.50

Equipos 1230.16 0.50 0.500330550056 Estacion Total 1230.16 0.27 0.50 0.500337010001 HERRAMIENTAS MANUALES 1230.16 0.01 0.50 0.50Partida Corte de Material 0.65 0.35

Mano de Obra 534.36 0.65 0.350147010002 OPERARIO 534.36 0.14 0.65 0.350147010004 PEON 534.36 0.20 0.65 0.35

Equipos 534.36 0.65 0.350337010001 HERRAMIENTAS MANUALES 534.36 0.01 0.65 0.350349040034 TRACTOR DE ORUGAS DE 190-240 HP 534.36 3.48 0.65 0.35Partida Eliminacion Material Excedente con Equ 0.45 0.55

Mano de Obra 695 0.45 0.550147000023 OPERADOR DE EQUIPO PESADO 695 0.95 0.45 0.55

0147010004 PEON 695 0.11 0.45 0.55Equipos 695 0.45 0.55

0337010001 HERRAMIENTAS MANUALES 695 0.02 0.45 0.550348110007 VOLQUETE DE 15 M3 695 11.43 0.45 0.550349040007 CARGADOR S/LLANTAS 80-95 HP 1.5-1.75 695 3.42 0.45 0.55Partida Perfilados, riego y Compactado de Sub 0.45 0.55

Mano de Obra 1230.16 0.45 0.550147010003 OFICIAL 1230.16 0.08 0.45 0.550147010004 PEON 1230.16 0.23 0.45 0.55

Materiales 1230.16 0.45 0.550239050000 AGUA 1230.16 0.05 0.45 0.55

Equipos 1230.16 0.45 0.550337010001 HERRAMIENTAS MANUALES 1230.16 0.01 0.45 0.550348120001 CAMION CISTERNA 4X2 (AGUA) 1,500 GAL. 1230.16 1.50 0.45 0.550349030007 RODILLO LISO VIBR AUTOP 101-135HP 10- 1230.16 1.80 0.45 0.550349090000 MOTONIVELADORA DE 125 HP 1230.16 1.80 0.45 0.55Partida Prueba Compactacion Suelos (Proctor M 0.34 0.66

Materiales 8 0.34 0.660229990052 Pruebas de Proctor, Modificado, y Densidad 8 55.00 0.34 0.66Partida Trazo, niveles y replanteo durante la ejecucion 0.30

Mano de Obra 1230.16 0.300147000032 TOPOGRAFO 1230.16 0.19 0.300147010003 OFICIAL 1230.16 0.17 0.300147010004 PEON 1230.16 0.13 0.30

Materiales 1230.16 0.300254020050 PINTURA ESMALTE SINTETICO CPP 1230.16 0.04 0.30

Equipos 1230.16 0.300330550056 Estacion Total 1230.16 0.27 0.300337010001 HERRAMIENTAS MANUALES 1230.16 0.01 0.30Partida Extraccion y Apilamiento de material pa 0.40 0.60

Mano de Obra 547.81 0.40 0.600147010003 OFICIAL 547.81 0.19 0.40 0.600147010004 PEON 547.81 0.72 0.40 0.60

Materiales 547.81 0.40 0.600205320001 MATERIAL CLASIFICADO PARA BASE (Cant. 547.81 6.50 0.40 0.60

Equipos 547.81 0.40 0.600337010001 HERRAMIENTAS MANUALES 547.81 0.03 0.40 0.600349040007 CARGADOR S/LLANTAS 80-95 HP 1.5-1.75 547.81 4.50 0.40 0.600349040034 TRACTOR DE ORUGAS DE 190-240 HP 547.81 5.00 0.40 0.60Partida Carguio y transporte de material para base 0.60

Mano de Obra 547.81 0.600147010004 PEON 547.81 0.17 0.60

Equipos 547.81 0.600348110007 VOLQUETE DE 15 M3 547.81 11.12 0.600349040007 CARGADOR S/LLANTAS 80-95 HP 1.5-1.75 547.81 2.66 0.60Partida Conformacion de base (e=0.30m) 0.50

Mano de Obra 1230.16 0.500147010003 OFICIAL 1230.16 0.15 0.500147010004 PEON 1230.16 0.29 0.50

Materiales 1230.16 0.500239050000 AGUA 1230.16 0.05 0.50

Equipos 1230.16 0.500337010001 HERRAMIENTAS MANUALES 1230.16 0.01 0.500348120001 CAMION CISTERNA 4X2 (AGUA) 1,500 GAL. 1230.16 1.50 0.500349030007 RODILLO LISO VIBR AUTOP 101-135HP 10- 1230.16 1.80 0.500349090000 MOTONIVELADORA DE 125 HP 1230.16 1.80 0.50Partida Prueba Compactacion Suelos (Proctor Modificado, Densida 0.50

Materiales 8 0.500229990052 Pruebas de Proctor, Modificado, y Densidad 8 55.00 0.50Partida Trazo, niveles y replanteo durante la ejecucion 0.40



Equipos 1230.16 0.400330550056 Estacion Total 1230.16 0.27 0.400337010001 HERRAMIENTAS MANUALES 1230.16 0.01 0.40Partida Encofrado y Desencofrado Losa de Pavimento 0.40

Mano de Obra 131.98 0.400147010002 OPERARIO 131.98 5.16 0.400147010003 OFICIAL 131.98 4.95 0.400147010004 PEON 131.98 3.71 0.40

Materiales 131.98 0.400202000008 ALAMBRE NEGRO RECOCIDO # 8 131.98 0.41 0.400202010005 CLAVOS PARA MADERA C/C 3" 131.98 0.43 0.400202010007 CLAVOS PARA MADERA C/C 4" 131.98 0.43 0.400243000025 MADERA NACIONAL P/ENCOFRADO-CARP 131.98 11.80 0.400253000002 PETROLEO DIESEL # 2 131.98 1.55 0.40

Equipos 131.98 0.400337010001 HERRAMIENTAS MANUALES 131.98 0.69 0.40Partida Acero Corrugado de 1/4" f`y=4200 kg/cm2 para Temp 0.40


Materiales 1614.58 0.400202000007 ALAMBRE NEGRO RECOCIDO # 16 1614.58 0.31 0.400203020001 ACERO CORRUGADO 0 1/4" 1614.58 4.10 0.40

Equipos 1614.58 0.400337010001 HERRAMIENTAS MANUALES 1614.58 0.03 0.400337030001 CIZALLA P/FIERRO CONST. HASTA 3/4" 1614.58 0.02 0.400337520087 HOJAS DE SIERRA 1614.58 0.04 0.40Partida Acero Corrugado de 3/4" f`y=4200 kg/cm2 para Juntas de Co 0.40


Materiales 2212.32 0.400202970043 ACERO CORRUGADO 3/4" 2212.32 3.31 0.400274010093 TUBO PVC Ý1" X 5 MTS. 2212.32 0.59 0.40

Equipos 2212.32 0.400337010001 HERRAMIENTAS MANUALES 2212.32 0.03 0.400337030001 CIZALLA P/FIERRO CONST. HASTA 3/4" 2212.32 0.01 0.40Partida Acero Liso de 3/4" para de Dilatacion 0.40


Materiales 152.74 0.400202970043 ACERO CORRUGADO 3/4" 152.74 3.31 0.400274010093 TUBO PVC Ý1" X 5 MTS. 152.74 0.59 0.40

Equipos 152.74 0.400337010001 HERRAMIENTAS MANUALES 152.74 0.03 0.400337030001 CIZALLA P/FIERRO CONST. HASTA 3/4" 152.74 0.01 0.40Partida CONCRETO EN LOSAS MACIZAS F'C=210 KG/CM2 0.30

Mano de Obra 246.03 0.300147000022 OPERADOR DE EQUIPO LIVIANO 246.03 13.33 0.300147010002 OPERARIO 246.03 10.75 0.300147010003 OFICIAL 246.03 5.16 0.300147010004 PEON 246.03 38.60 0.30

Materiales 246.03 0.300205000003 PIEDRA CHANCADA DE 1/2" A 3/4" 246.03 59.50 0.300205010004 ARENA GRUESA 246.03 27.30 0.300221000000 CEMENTO PORTLAND TIPO I (42.5KG) 246.03 216.60 0.300239050000 AGUA 246.03 0.32 0.30

Equipos 246.03 0.300337010001 HERRAMIENTAS MANUALES 246.03 2.04 0.300348010011 MEZCLADORA DE CONCRETO DE 9 -11P3 246.03 8.00 0.300349070004 VIBRADOR DE CONCRETO 4 HP 2.40" 246.03 2.13 0.30Partida Curado y cuidado del Pavimento 0.30

Mano de Obra 1230.16 0.300147010004 PEON 1230.16 0.13 0.30

Materiales 1230.16 0.300239050000 AGUA 1230.16 0.11 0.30

Equipos 1230.16 0.300337010001 HERRAMIENTAS MANUALES 1230.16 0.30Partida Sellado de Juntas 0.25


Materiales 659.9 0.250204000000 ARENA FINA 659.9 1.40 0.250213000006 ASFALTO RC-250 659.9 1.77 0.250229730001 Leña 659.9 0.36 0.250234020001 KEROSENE 659.9 0.38 0.250237010064 Escoba de paja con mango de madera 659.9 0.02 0.25

Equipos 659.9 0.250337010001 HERRAMIENTAS MANUALES 659.9 0.04 0.25Partida Prueba de calidad del Concreto (prueba a la Compresion) 0.25

Materiales 15 0.250239150000 PRUEBAS DE CALIDAD DE CONCRETO( Rotur 15 28.00 0.25Partida Señalizacion de calles

Mano de Obra 30147010002 OPERARIO 3 8.06

0147010004 PEON 3 5.79

Materiales 30280010001 Señalizacion de calles 3 280.00

Equipos 3

0337010001 HERRAMIENTAS MANUALES3

0.42

Partida Demarcación de cruces de vía

Mano de Obra 82.80147010002 OPERARIO 82.8 5.37

0147010004 PEON 82.8 11.58

Materiales 82.80253030027 THINER 82.8 0.21

0254450070 PINTURA DE TRAFICO 82.8 0.63

Equipos 82.80337010001 HERRAMIENTAS MANUALES 82.8 0.85

Partida Trazo, niveles y replanteo durante la eje 0.50 0.50Mano de Obra 75.42 0.50 0.50

0147000032 TOPOGRAFO 75.42 0.19 0.50 0.500147010003 OFICIAL 75.42 0.17 0.50 0.500147010004 PEON 75.42 0.13 0.50 0.50

Materiales 75.42 0.50 0.500254020050 PINTURA ESMALTE SINTETICO CPP 75.42 0.04 0.50 0.50

Equipos 75.42 0.50 0.500330550056 Estacion Total 75.42 0.27 0.50 0.500337010001 HERRAMIENTAS MANUALES 75.42 0.01 0.50 0.50Partida Excavacion Manual de Zanjas 0.50 0.50

Mano de Obra 41.48 0.50 0.500147010004 PEON 41.48 15.44 0.50 0.50

Equipos 41.48 0.50 0.500337010001 HERRAMIENTAS MANUALES 41.48 0.46 0.50 0.50Partida Encofrado y Desencofrado normal (en Sa 0.40 0.60

Mano de Obra 226.25 0.40 0.600147010002 OPERARIO 226.25 12.90 0.40 0.600147010004 PEON 226.25 4.63 0.40 0.60

Materiales 226.25 0.40 0.600202000008 ALAMBRE NEGRO RECOCIDO # 8 226.25 0.41 0.40 0.600202010005 CLAVOS PARA MADERA C/C 3" 226.25 0.43 0.40 0.600202010007 CLAVOS PARA MADERA C/C 4" 226.25 0.43 0.40 0.600243000025 MADERA NACIONAL P/ENCOFRADO-CARP 226.25 8.85 0.40 0.600244030021 TRIPLAY DE 4'x8'x 4 mm 226.25 0.86 0.40 0.600253000002 PETROLEO DIESEL # 2 226.25 1.55 0.40 0.60

Equipos 226.25 0.40 0.600337010001 HERRAMIENTAS MANUALES 226.25 0.88 0.40 0.60Partida Concreto f`c 175 kg/cm2 0.40 0.50

Mano de Obra 43.55 0.40 0.500147000022 OPERADOR DE EQUIPO LIVIANO 43.55 11.43 0.40 0.500147010002 OPERARIO 43.55 18.42 0.40 0.500147010003 OFICIAL 43.55 17.69 0.40 0.500147010004 PEON 43.55 39.70 0.40 0.50

Materiales 43.55 0.40 0.500205000003 PIEDRA CHANCADA DE 1/2" A 3/4" 43.55 59.50 0.40 0.500205010004 ARENA GRUESA 43.55 35.75 0.40 0.500221000000 CEMENTO PORTLAND TIPO I (42.5KG) 43.55 182.40 0.40 0.500239050000 AGUA 43.55 0.32 0.40 0.50

Equipos 43.55 0.40 0.500337010001 HERRAMIENTAS MANUALES 43.55 2.62 0.40 0.500348010011 MEZCLADORA DE CONCRETO DE 9 -11P3 43.55 13.71 0.40 0.500349070004 VIBRADOR DE CONCRETO 4 HP 2.40" 43.55 3.66 0.40 0.50Partida Curado de concreto en Sardineles 0.40 0.50

Mano de Obra 301.67 0.40 0.500147010004 PEON 301.67 0.15 0.40 0.50

Materiales 301.67 0.40 0.500239050000 AGUA 301.67 0.19 0.40 0.50

Equipos 301.67 0.40 0.500337010001 HERRAMIENTAS MANUALES 301.67 0.01 0.40 0.50Partida Sellado de Juntas


0147010003 OFICIAL 100.56 0.52

0147010004 PEON 100.56 0.77

Materiales 100.560204000000 ARENA FINA 100.56 1.40

0213000006 ASFALTO RC-250 100.56 1.77

0229730001 Leña 100.56 0.36

0234020001 KEROSENE 100.56 0.38

0237010064 Escoba de paja con mango de madera 100.56 0.02


Partida Trazo, niveles y replanteo 0.10 0.35Mano de Obra 502.82 0.10 0.35

0147000032 TOPOGRAFO 502.82 0.09 0.10 0.350147010003 OFICIAL 502.82 0.09 0.10 0.350147010004 PEON 502.82 0.13 0.10 0.35

Materiales 502.82 0.10 0.350202120006 CLAVOS DE ACERO DE 2" 502.82 0.01 0.10 0.350254020050 PINTURA ESMALTE SINTETICO CPP 502.82 0.04 0.10 0.35

Equipos 502.82 0.10 0.350330550056 Estacion Total 502.82 0.13 0.10 0.350337010001 HERRAMIENTAS MANUALES 502.82 0.01 0.10 0.350349190003 NIVEL 502.82 0.08 0.10 0.35Partida Excavacion Manual 0.35 0.65

Mano de Obra 100.56 0.35 0.650147010004 PEON 100.56 15.44 0.35 0.65

Equipos 100.56 0.35 0.650337010001 HERRAMIENTAS MANUALES 100.56 0.46 0.35 0.65Partida Picado de Veredas (e=0.05m) 0.25

Mano de Obra 240.11 0.250147010004 PEON 240.11 15.44 0.25

Equipos 240.11 0.250337010001 HERRAMIENTAS MANUALES 240.11 0.46 0.25Partida Nivelacion y Apisonados Manual de Fondos 0.50


Materiales 502.52 0.500243160052 REGLA DE MADERA 502.52 0.74 0.50

Equipos 502.52 0.500337010001 HERRAMIENTAS MANUALES 502.52 0.06 0.500349100021 PLANCHA COMPACTADORA 502.52 1.13 0.50Partida Eliminacion Material Excedente con Equipo 0.50

Mano de Obra 204.95 0.500147000023 OPERADOR DE EQUIPO PESADO 204.95 0.95 0.500147010004 PEON 204.95 0.11 0.50

Equipos 204.95 0.500337010001 HERRAMIENTAS MANUALES 204.95 0.02 0.500348110007 VOLQUETE DE 15 M3 204.95 11.43 0.500349040007 CARGADOR S/LLANTAS 80-95 HP 1.5-1.75 204.95 3.42 0.50Partida Encofrado y Desencofrado normal p`Veredas 0.35


Materiales 187.86 0.350202000008 ALAMBRE NEGRO RECOCIDO # 8 187.86 0.74 0.350202010005 CLAVOS PARA MADERA C/C 3" 187.86 0.26 0.350202010007 CLAVOS PARA MADERA C/C 4" 187.86 0.65 0.350243000025 MADERA NACIONAL P/ENCOFRADO-CARP 187.86 6.64 0.350253000002 PETROLEO DIESEL # 2 187.86 1.55 0.35

Equipos 187.86 0.350337010001 HERRAMIENTAS MANUALES 187.86 0.59 0.35Partida Empedrados de Vereda E=4" 0.35


Materiales 502.52 0.350205000010 PIEDRA MEDIANA DE 4" 502.52 7.50 0.35

Equipos 502.52 0.350337010001 HERRAMIENTAS MANUALES 502.52 0.28 0.35Partida Concreto f`c 175 kg/cm2 0.30

Mano de Obra 50.28 0.300147000022 OPERADOR DE EQUIPO LIVIANO 50.28 8.89 0.300147010002 OPERARIO 50.28 14.33 0.300147010003 OFICIAL 50.28 13.76 0.300147010004 PEON 50.28 30.88 0.30

Materiales 50.28 0.300205000003 PIEDRA CHANCADA DE 1/2" A 3/4" 50.28 59.50 0.300205010004 ARENA GRUESA 50.28 35.75 0.300221000000 CEMENTO PORTLAND TIPO I (42.5KG) 50.28 171.00 0.300239050000 AGUA 50.28 0.32 0.30

Equipos 50.28 0.300337010001 HERRAMIENTAS MANUALES 50.28 2.04 0.300348010011 MEZCLADORA DE CONCRETO DE 9 -11P3 50.28 10.67 0.300349070004 VIBRADOR DE CONCRETO 4 HP 2.40" 50.28 2.84 0.30Partida Curado y cuidado de losa 0.25

Mano de Obra 502.82 0.250147010004 PEON 502.82 0.13 0.25

Materiales 502.82 0.250239050000 AGUA 502.82 0.11 0.25

Equipos 502.82 0.250337010001 HERRAMIENTAS MANUALES 502.82 0.25Partida Sellado de Juntas


0147010003 OFICIAL 167.61 0.26

0147010004 PEON 167.61 0.39

Materiales 167.610204000000 ARENA FINA 167.61 1.40

0213000006 ASFALTO RC-250 167.61 1.77

0229730001 Leña 167.61 0.36

0234020001 KEROSENE 167.61 0.38

0237010064 Escoba de paja con mango de madera 167.61 0.02


Partida Reposicion de Conexiones Domiciliarias A.P. 0.35Mano de Obra 41 0.35

0147010002 OPERARIO 41 32.24 0.350147010004 PEON 41 23.16 0.35

Materiales 41 0.350229720002 ACCESORIOS DIVERSOS 41 45.00 0.350274010010 TUBO PVC SAP 3/4" 41 24.00 0.35

Equipos 41 0.350337010001 HERRAMIENTAS MANUALES 41 2.77 0.35Partida REPOSICION DE CONEXIONES DOMICILIARIAS DESAGUE 0.35


Materiales 41 0.350210140009 CACHIMBA O DESAGUE DE URINARIO 41 23.00 0.35

0229720002 ACCESORIOS DIVERSOS 41 45.00 0.350273010010 TUBO PVC SAL 6" 41 144.98 0.35

Equipos 41 0.350337010001 HERRAMIENTAS MANUALES 41 0.56 0.35Partida Trazo, niveles y replanteo durante la ejecucion 1.00



Equipos 75.36 1.000330550056 Estacion Total 75.36 0.27 1.000337010001 HERRAMIENTAS MANUALES 75.36 0.01 1.00Partida Excavacion Manual 1.00

Mano de Obra 105.5 1.000147010004 PEON 105.5 15.44 1.00

Equipos 105.5 1.000337010001 HERRAMIENTAS MANUALES 105.5 0.46 1.00Partida REFINE Y NIVELACION ZANJA TERR.NORMAL"C" PARA TUB. 1.00

Mano de Obra 125.6 1.000147010004 PEON 125.6 1.63 1.00

Equipos 125.6 1.000337010001 HERRAMIENTAS MANUALES 125.6 0.03 1.00Partida Cama de apoyo para Tubera 1.00

Mano de Obra 125.6 1.000147010004 PEON 125.6 1.85 1.00Partida INSTALACION TUBERIA A-C DE 12" (300MM) + PRUEBA HI 1.00


Materiales 125.6 1.000239050000 AGUA 125.6 0.15 1.000272220007 TAPON HEMBRA PVC SAL P/DESAGUE DE 1 125.6 1.75 1.00

Equipos 125.6 1.000337010001 HERRAMIENTAS MANUALES 125.6 0.14 1.000337020043 BALDE PRUEBA-TAPON -ABRAZ. Y ACCES 125.6 0.60 1.00Partida RELLENO COMP.ZANJA TERR.NORMAL"C"-TUB 12"-14" HA 1.00

Mano de Obra 105.5 1.000147000022 OPERADOR DE EQUIPO LIVIANO 105.5 0.89 1.000147010004 PEON 105.5 16.13 1.00

Materiales 105.5 1.000205010004 ARENA GRUESA 105.5 8.78 1.000239050000 AGUA 105.5 0.11 1.00

Equipos 105.5 1.000337010001 HERRAMIENTAS MANUALES 105.5 0.34 1.000349100021 PLANCHA COMPACTADORA 105.5 0.76 1.00Partida Encimados de Buzones 1.00


Materiales 6 1.000202970009 ACERO CORRUGADO 1/2" 6 55.38 1.000205000003 PIEDRA CHANCADA DE 1/2" A 3/4" 6 52.50 1.000205010004 ARENA GRUESA 6 32.50 1.000221000000 CEMENTO PORTLAND TIPO I (42.5KG) 6 193.80 1.00

0231410001 TAPA DE CONCRETO ARMADO PARA BUZ 6 130.00 1.000239050000 AGUA 6 0.29 1.000243000025 MADERA NACIONAL P/ENCOFRADO-CARP 6 29.50 1.00

Equipos 6 1.000337010001 HERRAMIENTAS MANUALES 6 7.40 1.000348990040 FORMAS METALICAS D/ENCF.P/APOYAR 6 8.40 1.00Partida Trazo, niveles y replanteo 0.60


Materiales 31.15 0.600202120006 CLAVOS DE ACERO DE 2" 31.15 0.01 0.600254020050 PINTURA ESMALTE SINTETICO CPP 31.15 0.04 0.60

Equipos 31.15 0.600330550056 Estacion Total 31.15 0.13 0.600337010001 HERRAMIENTAS MANUALES 31.15 0.01 0.600349190003 NIVEL 31.15 0.08 0.60Partida Nivelacion y Apisonados Manual de Fondos 0.50


Materiales 31.15 0.500243160052 REGLA DE MADERA 31.15 0.74 0.50

Equipos 31.15 0.500337010001 HERRAMIENTAS MANUALES 31.15 0.06 0.500349100021 PLANCHA COMPACTADORA 31.15 1.13 0.50Partida Excavacion Manual 0.55

Mano de Obra 55.48 0.550147010004 PEON 55.48 15.44 0.55

Equipos 55.48 0.550337010001 HERRAMIENTAS MANUALES 55.48 0.46 0.55Partida Eliminacion Material Excedente con Equipo 0.40

Mano de Obra 19.96 0.400147000023 OPERADOR DE EQUIPO PESADO 19.96 0.95 0.400147010004 PEON 19.96 0.11 0.40

Equipos 19.96 0.400337010001 HERRAMIENTAS MANUALES 19.96 0.02 0.400348110007 VOLQUETE DE 15 M3 19.96 11.43 0.400349040007 CARGADOR S/LLANTAS 80-95 HP 1.5-1.75 19.96 3.42 0.40Partida Relleno Compactado en capas de 0.15m de espesor

Mano de Obra 25.560147010003 OFICIAL 25.56 1.59

0147010004 PEON 25.56 16.63


0349100021 PLANCHA COMPACTADORA 25.56 1.74

Partida CONCRETO CICLOPEO FC=140 KG/CM2 +50 % PM. 0.60Mano de Obra 11.2 0.60

0147000022 OPERADOR DE EQUIPO LIVIANO 11.2 4.00 0.600147010002 OPERARIO 11.2 6.45 0.600147010003 OFICIAL 11.2 6.19 0.600147010004 PEON 11.2 23.16 0.60

Materiales 11.2 0.600205330003 PIEDRA 11.2 40.80 0.600221000000 CEMENTO PORTLAND TIPO I (42.5KG) 11.2 95.76 0.600238000000 HORMIGON 11.2 44.20 0.60

0239050000 AGUA 11.2 0.16 0.60Equipos 11.2 0.60

0337010001 HERRAMIENTAS MANUALES 11.2 1.19 0.600348010011 MEZCLADORA DE CONCRETO DE 9 -11P3 11.2 5.28 0.60Partida ENCOFRADO DE MUROS CARAVISTA 0.40


Materiales 101.4 0.400202000008 ALAMBRE NEGRO RECOCIDO # 8 101.4 0.82 0.400202010005 CLAVOS PARA MADERA C/C 3" 101.4 0.86 0.400243000025 MADERA NACIONAL P/ENCOFRADO-CARP 101.4 6.64 0.400244030021 TRIPLAY DE 4'x8'x 4 mm 101.4 5.99 0.40

Equipos 101.4 0.400337010001 HERRAMIENTAS MANUALES 101.4 1.34 0.40Partida CONCRETO CICLOPEO FC=140KG/CM2 + 30 % PM. 0.40


Materiales 28.05 0.400205330003 PIEDRA 28.05 25.20 0.400221000000 CEMENTO PORTLAND TIPO I (42.5KG) 28.05 83.22 0.400238000000 HORMIGON 28.05 63.05 0.400239050000 AGUA 28.05 0.28 0.40

Equipos 28.05 0.400337010001 HERRAMIENTAS MANUALES 28.05 1.43 0.400348010011 MEZCLADORA DE CONCRETO DE 9 -11P3 28.05 5.28 0.40Partida Acero Corrugado de 1/2" f`y=4200 kg/cm2 para pasadores 0.50


Materiales 105.19 0.500202970009 ACERO CORRUGADO 1/2" 105.19 3.31 0.50

Equipos 105.19 0.500337010001 HERRAMIENTAS MANUALES 105.19 0.03 0.500337030001 CIZALLA P/FIERRO CONST. HASTA 3/4" 105.19 0.01 0.50Partida Acero Corrugado de 3/8" f`y=4200 kg/cm2


0147010004 PEON 46.98 0.15

Materiales 46.980202040010 ALAMBRE NEGRO N°8 46.98 0.72

0203020002 ACERO CORRUGADO 0 3/8" 46.98 3.31


0337030001 CIZALLA P/FIERRO CONST. HASTA 3/4" 46.98 0.01

Partida Curado y cuidado de losa 0.40Mano de Obra 103.4 0.40

0147010004 PEON 103.4 0.13 0.40Materiales 103.4 0.40

0239050000 AGUA 103.4 0.11 0.40Equipos 103.4 0.40

0337010001 HERRAMIENTAS MANUALES 103.4 0.40Partida JUNTA DE CONSTRUCCION CON TEKNOPORT

Mano de Obra 3.240147010003 OFICIAL 3.24 1.82

Materiales 3.240260000002 TEKNOPOR DE 1" x 4' x 8' 3.24 4.83


Partida Trazo, niveles y replanteo

Mano de Obra 3.60147000032 TOPOGRAFO 3.6 0.09

0147010003 OFICIAL 3.6 0.09

0147010004 PEON 3.6 0.13

Materiales 3.60202120006 CLAVOS DE ACERO DE 2" 3.6 0.01

0254020050 PINTURA ESMALTE SINTETICO CPP 3.6 0.04

Equipos 3.60330550056 Estacion Total 3.6 0.13

0337010001 HERRAMIENTAS MANUALES 3.6 0.01

0349190003 NIVEL 3.6 0.08

Partida Excavacion Manual

Mano de Obra 1.440147010004 PEON 1.44 15.44


Partida Eliminacion Material Excedente con Equipo

Mano de Obra 1.870147000023 OPERADOR DE EQUIPO PESADO 1.87 1.11

0147010004 PEON 1.87 0.13


0348110007 VOLQUETE DE 15 M3 1.87 13.34

0349040007 CARGADOR S/LLANTAS 80-95 HP 1.5-1.75 1.87 4.00

Partida Nivelacion y Apisonados Manual de Fondos


0147010004 PEON 3.6 0.77

Materiales 3.60243160052 REGLA DE MADERA 3.6 0.74


0349100021 PLANCHA COMPACTADORA 3.6 1.13

Partida Encofrado y Desencofrado normal escalinatas

Código 2.16 Factor


0147010003 OFICIAL 2.16 5.16

0147010004 PEON 2.16 3.86

Materiales 2.160202000008 ALAMBRE NEGRO RECOCIDO # 8 2.16 0.74

0202010005 CLAVOS PARA MADERA C/C 3" 2.16 0.26


0243000025 MADERA NACIONAL P/ENCOFRADO-CARP 2.16 6.64

0253000002 PETROLEO DIESEL # 2 2.16 1.55


Partida Empedrados de escalinatas E=5"


0147010004 PEON 3.6 1.54

Materiales 3.6

0205330003 PIEDRA 3.6 9.00


Partida Concreto f`c 175 kg/cm2

Mano de Obra 0.580147000022 OPERADOR DE EQUIPO LIVIANO 0.58 6.67

0147010002 OPERARIO 0.58 10.75

0147010003 OFICIAL 0.58 10.32

0147010004 PEON 0.58 23.16

Materiales 0.580205000003 PIEDRA CHANCADA DE 1/2" A 3/4" 0.58 59.50

0205010004 ARENA GRUESA 0.58 35.75

0221000000 CEMENTO PORTLAND TIPO I (42.5KG) 0.58 171.00

0239050000 AGUA 0.58 0.32


0348010011 MEZCLADORA DE CONCRETO DE 9 -11P3 0.58 8.00

0349070004 VIBRADOR DE CONCRETO 4 HP 2.40" 0.58 2.13

Partida Curado y cuidado de losa para escalinatas

Mano de Obra 5.760147010004 PEON 5.76 0.13

Materiales 5.760239050000 AGUA 5.76 0.11

Equipos 5.760337010001 HERRAMIENTAS MANUALES 5.76Partida Trazo, niveles y replanteo

Mano de Obra 60147000032 TOPOGRAFO 6 0.09

0147010003 OFICIAL 6 0.09

0147010004 PEON 6 0.13

Materiales 60202120006 CLAVOS DE ACERO DE 2" 6 0.01

0254020050 PINTURA ESMALTE SINTETICO CPP 6 0.04

Equipos 60330550056 Estacion Total 6 0.13

0337010001 HERRAMIENTAS MANUALES 6 0.01

0349190003 NIVEL 6 0.08

Partida Excavacion Manual de Zanja

Mano de Obra 3.30147010004 PEON 3.3 15.44




0147010004 PEON 6 0.77

Materiales 60243160052 REGLA DE MADERA 6 0.74

Equipos 60337010001 HERRAMIENTAS MANUALES 6 0.06

Partida SOLADO PARA FONDO DE CANAL DE 2" MEZCLA 1:12 CEMENTO-HORMIGON

Mano de Obra 60147000022 OPERADOR DE EQUIPO LIVIANO 6 1.00

0147010002 OPERARIO 6 1.61

0147010003 OFICIAL 6 0.77

0147010004 PEON 6 3.47

Materiales 6

0221000000 CEMENTO PORTLAND TIPO I (42.5KG) 6 6.48

0238000000 HORMIGON 6 6.11

0243160052 REGLA DE MADERA 6 0.37


0348010011 MEZCLADORA DE CONCRETO DE 9 -11P3 6 1.20

Partida ENCOFRADO DE MUROS CARAVISTA


0147010004 PEON 14 13.90

Materiales 140202000008 ALAMBRE NEGRO RECOCIDO # 8 14 0.82

0202010005 CLAVOS PARA MADERA C/C 3" 14 0.86

0243000025 MADERA NACIONAL P/ENCOFRADO-CARP 14 6.64

0244030021 TRIPLAY DE 4'x8'x 4 mm 14 5.99


Partida Acero Corrugado de 3/8" f`y=4200 kg/cm2


0147010004 PEON 56.55 0.15

Materiales 56.550202040010 ALAMBRE NEGRO N°8 56.55 0.72

0203020002 ACERO CORRUGADO 0 3/8" 56.55 3.31


0337030001 CIZALLA P/FIERRO CONST. HASTA 3/4" 56.55 0.01


Código 1.95 Factor


0147010002 OPERARIO 1.95 19.34

0147010003 OFICIAL 1.95 24.77

0147010004 PEON 1.95 18.53


0205010004 ARENA GRUESA 1.95 32.50


0229120063 TECKNOPORT E= 1" 1.95 0.23

0239050000 AGUA 1.95 0.32


0337520087 HOJAS DE SIERRA 1.95 0.08



Partida Rejilla metalica de 0.50X6.00 de 2"X3/8"+marco con platina


0147010004 PEON 5 5.79

Materiales 50251900004 REJILLA METALICA 5 850.00

Partida Trazo, niveles y replanteo

Código 3.24 Factor

Mano de Obra 3.240147000032 TOPOGRAFO 3.24 0.09

0147010003 OFICIAL 3.24 0.09

0147010004 PEON 3.24 0.13

Materiales 3.240202120006 CLAVOS DE ACERO DE 2" 3.24 0.01

0254020050 PINTURA ESMALTE SINTETICO CPP 3.24 0.04

Equipos 3.240330550056 Estacion Total 3.24 0.13

0337010001 HERRAMIENTAS MANUALES 3.24 0.01

0349190003 NIVEL 3.24 0.08

Partida Excavacion Manual de Zanja

Mano de Obra 3.240147010004 PEON 3.24 15.44




0147010004 PEON 3.24 0.77

Materiales 3.240243160052 REGLA DE MADERA 3.24 0.74


Partida ENCOFRADO DE MUROS CARAVISTA


0147010004 PEON 19.2 13.90

Materiales 19.20202000008 ALAMBRE NEGRO RECOCIDO # 8 19.2 0.82


0243000025 MADERA NACIONAL P/ENCOFRADO-CARP 19.2 6.64

0244030021 TRIPLAY DE 4'x8'x 4 mm 19.2 5.99




0147010002 OPERARIO 1.44 16.12

0147010003 OFICIAL 1.44 20.64

0147010004 PEON 1.44 15.44


0205010004 ARENA GRUESA 1.44 32.50


0239050000 AGUA 1.44 0.32


0337520087 HOJAS DE SIERRA 1.44 0.08



Partida Rejilla metalica de 0.80X0.80 de 2"X2"3/8"+marco con platina

Código 2.56 Factor


0147010004 PEON 2.56 5.79

Materiales 2.560251900004 REJILLA METALICA 2.56 850.00

Partida Trazo, niveles y replanteo 0.70Mano de Obra 80.44 0.70

0147000032 TOPOGRAFO 80.44 0.09 0.70

0147010003 OFICIAL 80.44 0.09 0.700147010004 PEON 80.44 0.13 0.70

Materiales 80.44 0.700202120006 CLAVOS DE ACERO DE 2" 80.44 0.01 0.700254020050 PINTURA ESMALTE SINTETICO CPP 80.44 0.04 0.70

Equipos 80.44 0.700330550056 Estacion Total 80.44 0.13 0.700337010001 HERRAMIENTAS MANUALES 80.44 0.01 0.700349190003 NIVEL 80.44 0.08 0.70Partida Excavacion Manual de Zanja 0.70

Mano de Obra 72.07 0.700147010004 PEON 72.07 15.44 0.70

Equipos 72.07 0.700337010001 HERRAMIENTAS MANUALES 72.07 0.46 0.70Partida Cama de apoyo para Tubera 0.50

Mano de Obra 56.31 0.500147010004 PEON 56.31 1.85 0.50Partida TUBERIA DE PVC SAL 12" 1.00


Materiales 80.44 1.000201800001 LUBRICANTE PARA TUBERIA TIPO MAZZA 80.44 3.00 1.000273010033 TUBO PVC SAL 12" CON ANILLO FLEX 80.44 67.20 1.00

Equipos 80.44 1.000337010001 HERRAMIENTAS MANUALES 80.44 0.24 1.00Partida RELLENO COMPACTADO A MANO

Mano de Obra 72.070147010004 PEON 72.07 23.16


Partida Limpieza final de Obra

Mano de Obra 1668.150147010004 PEON 1668.15 0.58

Materiales 1668.150237010064 Escoba de paja con mango de madera 1668.15 0.01


Partida Placa Recordatoria


0147010004 PEON 1 2.90

Materiales 10204000000 ARENA FINA 1 0.70

0221000000 CEMENTO PORTLAND TIPO I (42.5KG) 1 3.42

0257000005 PLANCHA ME HIERRO FUNDIDO LABRADA 1 400.00

MES01 MES02 MES03 MES04199.1106 1487.63398 2103.81654 607.552885 4398.114 4398.752317.1125 468.07355 108.72845 2.0757 897.832

245.32598 324.54843 300.44019 32.7478 897.3739761684.84066 7925.50363 7834.39221 2550.37521 19991.97806

509.5788 2405.14116 2739.58122 792.23422 6452.5353663730.13404 18613.4503 18131.0045 5023.14189 45522.22717

0 241.32 0 00 200.20792 300.31188 0

37.615 159.21716 172.13726 29.4016839.995 133.04992 136.90486 10.33032 +38.915 123.81121 88.99989 25.8258

0 0 40.716 33.82560.50282 2.50985 2.21819 1.04164

0 506.36945 174.08945 00 3131.33944 4697.00916 00 2647.9112 3971.8668 00 0 187.1805 155.50380 230.965 461.93 607.103

1036.49 6899.746 9834.67625 2978.242750 1319.115 1696.005 753.78

622.765 4453.98495 4768.8862 1477.605351424.306 2136.459 0 0

0 556.92 606.9 32.40 330.05 377.2 235.750 292.00575 584.0115 766.66665

3195.878 25278.189 36421.1193 10245.58470 0 0.4485 00 1291.5 1476 922.50 59.391 118.782 155.9322

149.6 510.4 220 016.6815 0 0 0

16.6815 0 0 00 780 0 00 62.6905 125.381 164.59510 3.2995 6.599 25.3444

14.95 1004.445 1295.8075 02000 0 0 0

56.17992 224.03004 187.54184 67.07350 105 210 105

240 0 0 0800.925 2707.23814 2120.16968 263.82048

0 197.4579 206.5155 2.66416.6815 0 0 0

50 0 0 077.83 359.6994 563.2996 0

0 0 4250 21761380.275 394.15415 253.77375 61.5846

0 0 0 17.388395.11588 73.60988 67.92044 9.0872

0 0 0 52.1640 0 0 4000 0 0 15.64920 219.8 0 00 2080.463 2377.672 1486.045

0 5405.568 0 00 344.4 393.6 2460 558.15416 837.23124 00 0 0 840

399.64946 461.72879 427.40831 46.75564218.46914 1008.77227 1019.73701 310.85248

0 75.36 0 00 22.90283 34.65677 0.46980 25.83328 39.02112 0

238.8282 1144.67673 1533.61527 433.99793574.7325 9286.65219 3744.83381 24.9458

830.358 1937.502 922.62 00 50.4 0 0

996.4296 2325.0024 1107.144 02055.663 4038.45654 974.29226 7.48

2304.34232 2294.28048 0 063.7572 279.74823 376.480485 115.540785

996.4296 2325.0024 1107.144 00 381.70355 345.99795 4.068

237.56356 20.0788 17.74552 8.33312

MES01 MES02 MES03 MES04

0 0 0 0 064.48 0 0 0 64.4869.48 0 0 0 69.48

0 0 0 0 00.51 0 0 0 0.511.08 0 0 0 1.08

18.47 0 0 0 18.4714.95 0 0 0 14.95

240 0 0 0 24050 0 0 0 50

0 0 0 0 04.02 0 0 0 4.02

00

0 0 0 0 02000 0 0 0 2000

00

0 0 0 0 020 0 0 0 20

370.56 0 0 0 370.560 0 0 0 00 0 0 0 0

1240 0 0 0 124000

0 0 0 0 0116.7705 0 0 0 116.7705

166.815 0 0 0 166.8150 0 0 0 0

16.6815 0 0 0 16.6815233.541 0 0 0 233.54116.6815 0 0 0 16.681516.6815 0 0 0 16.6815366.993 0 0 0 366.993

0 0 0 0 0216.8595 0 0 0 216.8595

00 0 0 0 0

83.4075 0 0 0 83.4075650.5785 0 0 0 650.5785

0 0 0 0 033.363 0 0 0 33.363

00 0 0 0 0

116.8652 116.8652 0 0 233.7304104.5636 104.5636 0 0 209.1272

79.9604 79.9604 0 0 159.92080 0 0 0 0

24.6032 24.6032 0 0 49.20640 0 0 0 0

166.0716 166.0716 0 0 332.14326.1508 6.1508 0 0 12.3016

00 0 0 0 0

48.62676 26.18364 0 0 74.810469.4668 37.4052 0 0 106.872

0 0 0 0 03.47334 1.87026 0 0 5.3436

1208.72232 650.85048 0 0 1859.57280

0 0 0 0 0297.1125 363.1375 0 0 660.25

34.4025 42.0475 0 0 76.450 0 0 0 0

6.255 7.645 0 0 13.93574.7325 4369.1175 0 0 7943.85

1069.605 1307.295 0 0 2376.90

0 0 0 0 044.28576 54.12704 0 0 98.4128

127.32156 155.61524 0 0 282.93680 0 0 0 0

27.6786 33.8294 0 0 61.5080 0 0 0 0

5.53572 6.76588 0 0 12.3016830.358 1014.882 0 0 1845.24

996.4296 1217.8584 0 0 2214.288996.4296 1217.8584 0 0 2214.288

00 0 0 0 0

149.6 290.4 0 0 4400

0 0 0 0 00 70.11912 163.61128 0 233.73040 62.73816 146.38904 0 209.12720 47.97624 111.94456 0 159.92080 0 0 0 00 14.76192 34.44448 0 49.20640 0 0 0 00 99.64296 232.50024 0 332.14320 3.69048 8.61112 0 12.3016

00 0 0 0 0

41.63356 62.45034 0 0 104.0839157.76928 236.65392 0 0 394.4232

0 0 0 0 01424.306 2136.459 0 0 3560.765

0 0 0 0 06.57372 9.86058 0 0 16.4343986.058 1479.087 0 0 2465.1451095.62 1643.43 0 0 2739.05

00 0 0 0 00 55.87662 37.25108 0 93.12770 0 0 0 00 3654.98832 2436.65888 0 6091.6472

0 874.30476 582.86984 0 1457.17460

0 0 0 0 00 92.262 92.262 0 184.5240 178.3732 178.3732 0 356.74640 0 0 0 00 30.754 30.754 0 61.5080 0 0 0 00 6.1508 6.1508 0 12.30160 922.62 922.62 0 1845.240 1107.144 1107.144 0 2214.2880 1107.144 1107.144 0 2214.288

0

0 0 0 0 00 220 220 0 440

00 0 0 0 00 93.49216 116.8652 23.37304 233.73040 83.65088 104.5636 20.91272 209.12720 63.96832 79.9604 15.99208 159.92080 0 0 0 00 19.68256 24.6032 4.92064 49.20640 0 0 0 00 132.85728 166.0716 33.21432 332.14320 4.92064 6.1508 1.23016 12.3016

00 0 0 0 00 272.40672 408.61008 0 681.01680 261.3204 391.9806 0 653.3010 195.85832 293.78748 0 489.64580 0 0 0 00 21.64472 32.46708 0 54.11180 22.70056 34.05084 0 56.75140 22.70056 34.05084 0 56.75140 622.9456 934.4184 0 1557.3640 81.8276 122.7414 0 204.5690 0 0 0 00 36.42648 54.63972 0 91.0662

00 0 0 0 00 232.49952 348.74928 0 581.24880 329.37432 494.06148 0 823.43580 0 0 0 00 200.20792 300.31188 0 500.51980 2647.9112 3971.8668 0 6619.7780 0 0 0 00 19.37496 29.06244 0 48.43740 12.91664 19.37496 0 32.29160 25.83328 38.74992 0 64.5832

00 0 0 0 00 318.57408 477.86112 0 796.43520 451.31328 676.96992 0 1128.28320 0 0 0 00 2929.11168 4393.66752 0 7322.77920 522.10752 783.16128 0 1305.26880 0 0 0 00 26.54784 39.82176 0 66.36960 8.84928 13.27392 0 22.1232

00 0 0 0 00 21.99456 32.99184 0 54.98640 31.15896 46.73844 0 77.89740 0 0 0 00 202.22776 303.34164 0 505.56940 36.04664 54.06996 0 90.11660 0 0 0 00 1.83288 2.74932 0 4.58220 0.61096 0.91644 0 1.5274

0

0 0 0 0 00 983.87397 1803.768945 491.936985 3279.57990 793.44675 1454.652375 396.723375 2644.82250 380.85444 698.23314 190.42722 1269.51480 2849.0274 5223.2169 1424.5137 9496.7580 0 0 0 00 4391.6355 8051.33175 2195.81775 14638.7850 2014.9857 3694.14045 1007.49285 6716.6190 15987.0294 29309.5539 7993.5147 53290.0980 23.61888 43.30128 11.80944 78.72960 0 0 0 00 150.57036 276.04566 75.28518 501.90120 590.472 1082.532 295.236 1968.240 157.21317 288.224145 78.606585 524.0439

00 0 0 0 00 47.97624 71.96436 39.9802 159.92080 0 0 0 00 40.59528 60.89292 33.8294 135.31760 0 0 0 00 0 0 0 0

00 0 0 0 00 8.24875 16.4975 8.24875 32.9950 85.787 171.574 85.787 343.1480 127.03075 254.0615 127.03075 508.1230 0 0 0 00 230.965 461.93 230.965 923.860 292.00575 584.0115 292.00575 1168.0230 59.391 118.782 59.391 237.5640 62.6905 125.381 62.6905 250.7620 3.2995 6.599 3.2995 13.1980 0 0 0 00 6.599 13.198 6.599 26.396

00 0 0 0 00 105 210 105 420

00 0 0 0 00 0 0 24.18 24.180 0 0 17.37 17.370 0 0 0 00 0 0 840 8400 0 0 0 0

0 0 0 1.26 1.260

0 0 0 0 00 0 0 444.636 444.6360 0 0 958.824 958.8240 0 0 0 00 0 0 17.388 17.3880 0 0 52.164 52.1640 0 0 0 00 0 0 70.38 70.38

00 0 0 0 0

7.1649 7.1649 0 0 14.32986.4107 6.4107 0 0 12.82144.9023 4.9023 0 0 9.8046

0 0 0 0 01.5084 1.5084 0 0 3.0168

0 0 0 0 010.1817 10.1817 0 0 20.3634

0.3771 0.3771 0 0 0.75420

0 0 0 0 0320.2256 320.2256 0 0 640.4512

0 0 0 0 09.5404 9.5404 0 0 19.0808

00 0 0 0 0

1167.45 1751.175 0 0 2918.625419.015 628.5225 0 0 1047.5375

0 0 0 0 037.105 55.6575 0 0 92.762538.915 58.3725 0 0 97.287538.915 58.3725 0 0 97.2875

800.925 1201.3875 0 0 2002.312577.83 116.745 0 0 194.575

140.275 210.4125 0 0 350.68750 0 0 0 0

79.64 119.46 0 0 199.10

0 0 0 0 0199.1106 248.88825 49.77765 0 497.7765320.8764 401.0955 80.2191 0 802.191308.1598 385.19975 77.03995 0 770.3995

691.574 864.4675 172.8935 0 1728.9350 0 0 0 0

1036.49 1295.6125 259.1225 0 2591.225622.765 778.45625 155.69125 0 1556.9125

3177.408 3971.76 794.352 0 7943.525.5744 6.968 1.3936 0 13.936

0 0 0 0 045.6404 57.0505 11.4101 0 114.101

238.8282 298.53525 59.70705 0 597.070563.7572 79.6965 15.9393 0 159.393

00 0 0 0 0

18.1002 22.62525 4.52505 0 45.25050 0 0 0 0

22.92692 28.65865 5.73173 0 57.31730 0 0 0 0

1.20668 1.50835 0.30167 0 3.01670

0 0 0 0 00 0 0 5.028 5.0280 0 0 52.2912 52.29120 0 0 77.4312 77.43120 0 0 0 00 0 0 140.784 140.7840 0 0 177.9912 177.99120 0 0 36.2016 36.2016

0 0 0 38.2128 38.21280 0 0 2.0112 2.01120 0 0 0 00 0 0 4.0224 4.0224

00 0 0 0 0

4.52538 15.83883 15.83883 9.05076 45.25384.52538 15.83883 15.83883 9.05076 45.25386.53666 22.87831 22.87831 13.07332 65.3666

0 0 0 0 00.50282 1.75987 1.75987 1.00564 +2.01128 7.03948 7.03948 4.02256 20.1128

0 0 0 0 06.53666 22.87831 22.87831 13.07332 65.36660.50282 1.75987 1.75987 1.00564 5.02824.02256 14.07896 14.07896 8.04512 40.2256

00 0 0 0 0

543.42624 1009.22016 0 0 1552.64640 0 0 0 0

16.19016 30.06744 0 0 46.25760

0 0 0 0 00 926.8246 2780.4738 0 3707.29840 0 0 0 00 27.61265 82.83795 0 110.4506

00 0 0 0 00 271.3608 271.3608 0 542.72160 193.4702 193.4702 0 386.94040 0 0 0 00 185.9324 185.9324 0 371.86480 0 0 0 00 15.0756 15.0756 0 30.15120 283.9238 283.9238 0 567.8476

00 0 0 0 00 97.35125 97.35125 0 194.70250 11.27225 11.27225 0 22.54450 0 0 0 00 2.0495 2.0495 0 4.0990 1171.28925 1171.28925 0 2342.57850 350.4645 350.4645 0 700.929

00 0 0 0 00 706.82325 908.77275 403.899 2019.4950 339.27516 436.21092 193.87152 969.35760 253.79886 326.31282 145.02792 725.13960 0 0 0 00 48.65574 62.55738 27.80328 139.01640 17.09526 21.97962 9.76872 48.84360 42.73815 54.94905 24.4218 122.1090 436.58664 561.32568 249.47808 1247.39040 101.91405 131.03235 58.2366 291.1830 0 0 0 00 38.79309 49.87683 22.16748 110.8374

0

0 0 0 0 00 944.48634 1214.33958 539.70648 2698.53240 678.90452 872.87724 387.94544 1939.72720 0 0 0 00 1319.115 1696.005 753.78 3768.90 0 0 0 00 49.24696 63.31752 28.14112 140.7056

00 0 0 0 00 134.09676 201.14514 111.7473 446.98920 216.15372 324.23058 180.1281 720.51240 207.55584 311.33376 172.9632 691.85280 465.79392 698.69088 388.1616 1552.64640 0 0 0 00 897.498 1346.247 747.915 2991.660 539.253 808.8795 449.3775 1797.510 2579.364 3869.046 2149.47 8597.880 4.82688 7.24032 4.0224 16.08960 0 0 0 00 30.77136 46.15704 25.6428 102.57120 160.94628 241.41942 134.1219 536.48760 42.83856 64.25784 35.6988 142.7952

00 0 0 0 00 16.34165 29.41497 19.60998 65.36660 0 0 0 00 13.82755 24.88959 16.59306 55.31020 0 0 0 00 0 0 0 0

00 0 0 0 00 0 0 5.0283 5.02830 0 0 43.5786 43.57860 0 0 65.3679 65.36790 0 0 0 00 0 0 234.654 234.6540 0 0 296.6697 296.66970 0 0 60.3396 60.33960 0 0 63.6918 63.69180 0 0 3.3522 3.35220 0 0 0 00 0 0 3.3522 3.3522

00 0 0 0 00 462.644 528.736 330.46 1321.840 332.346 379.824 237.39 949.560 0 0 0 00 645.75 738 461.25 18450 344.4 393.6 246 9840 0 0 0 00 39.7495 45.428 28.3925 113.57

00 0 0 0 00 185.115 211.56 132.225 528.90 83.0865 94.956 59.3475 237.390 0 0 0 00 330.05 377.2 235.75 943

0 645.75 738 461.25 18450 2080.463 2377.672 1486.045 5944.180 0 0 0 00 8.036 9.184 5.74 22.96

00 0 0 0 00 14.3184 0 0 14.31840 12.8112 0 0 12.81120 9.7968 0 0 9.79680 0 0 0 00 3.0144 0 0 3.01440 0 0 0 00 20.3472 0 0 20.34720 0.7536 0 0 0.7536

00 0 0 0 00 1628.92 0 0 1628.920 0 0 0 00 48.53 0 0 48.53

00 0 0 0 00 204.728 0 0 204.7280 0 0 0 00 3.768 0 0 3.768

00 0 0 0 00 232.36 0 0 232.36

00 0 0 0 00 162.024 0 0 162.0240 109.272 0 0 109.2720 581.528 0 0 581.5280 0 0 0 00 18.84 0 0 18.840 219.8 0 0 219.80 0 0 0 00 17.584 0 0 17.5840 75.36 0 0 75.36

00 0 0 0 00 93.895 0 0 93.8950 1701.715 0 0 1701.7150 0 0 0 00 926.29 0 0 926.290 11.605 0 0 11.6050 0 0 0 00 35.87 0 0 35.870 80.18 0 0 80.18

00 0 0 0 00 193.44 0 0 193.440 694.8 0 0 694.80 0 0 0 00 332.28 0 0 332.280 315 0 0 3150 195 0 0 1950 1162.8 0 0 1162.8

0 780 0 0 7800 1.74 0 0 1.740 177 0 0 1770 0 0 0 00 44.4 0 0 44.40 50.4 0 0 50.4

00 0 0 0 00 1.6821 1.1214 0 2.80350 1.6821 1.1214 0 2.80350 2.4297 1.6198 0 4.04950 0 0 0 00 0.1869 0.1246 0 0.31150 0.7476 0.4984 0 1.2460 0 0 0 00 2.4297 1.6198 0 4.04950 0.1869 0.1246 0 0.31150 1.4952 0.9968 0 2.492

00 0 0 0 00 16.821 16.821 0 33.6420 11.99275 11.99275 0 23.98550 0 0 0 00 11.5255 11.5255 0 23.0510 0 0 0 00 0.9345 0.9345 0 1.8690 17.59975 17.59975 0 35.1995

00 0 0 0 00 471.13616 385.47504 0 856.61120 0 0 0 00 14.03644 11.48436 0 25.5208

00 0 0 0 00 7.5848 11.3772 0 18.9620 0.87824 1.31736 0 2.19560 0 0 0 00 0.15968 0.23952 0 0.39920 91.25712 136.88568 0 228.14280 27.30528 40.95792 0 68.2632

00 0 0 0 00 0 40.6404 0 40.64040 0 425.0628 0 425.06280 0 0 0 00 0 14.058 0 14.0580 0 44.4744 0 44.4744

00 0 0 0 00 26.88 17.92 0 44.80 43.344 28.896 0 72.240 41.5968 27.7312 0 69.3280 155.6352 103.7568 0 259.3920 0 0 0 00 274.176 182.784 0 456.960 643.5072 429.0048 0 1072.5120 297.024 198.016 0 495.04

0 1.0752 0.7168 0 1.7920 0 0 0 00 7.9968 5.3312 0 13.3280 35.4816 23.6544 0 59.136

00 0 0 0 00 523.224 784.836 0 1308.060 563.784 845.676 0 1409.460 0 0 0 00 33.2592 49.8888 0 83.1480 34.8816 52.3224 0 87.2040 269.3184 403.9776 0 673.2960 242.9544 364.4316 0 607.3860 0 0 0 00 54.3504 81.5256 0 135.876

00 0 0 0 00 96.492 144.738 0 241.230 92.6772 139.0158 0 231.6930 346.4736 519.7104 0 866.1840 0 0 0 00 282.744 424.116 0 706.860 933.7284 1400.5926 0 2334.3210 707.421 1061.1315 0 1768.55250 3.1416 4.7124 0 7.8540 0 0 0 00 16.0446 24.0669 0 40.11150 59.2416 88.8624 0 148.104

00 0 0 0 00 18.9342 18.9342 0 37.86840 26.82345 26.82345 0 53.64690 0 0 0 00 174.08945 174.08945 0 348.17890 0 0 0 00 1.57785 1.57785 0 3.15570 0.52595 0.52595 0 1.0519

00 0 0 0 00 0 0 10.3356 10.33560 0 0 7.047 7.0470 0 0 0 00 0 0 33.8256 33.82560 0 0 155.5038 155.50380 0 0 0 00 0 0 0.4698 0.46980 0 0 0.4698 0.4698

00 0 0 0 00 5.3768 8.0652 0 13.4420 0 0 0 00 4.5496 6.8244 0 11.3740 0 0 0 00 0 0 0 0

00 0 0 0 00 0 0 5.8968 5.8968

0 0 0 0 00 0 0 15.6492 15.64920 0 0 0 00 0 0 0.2916 0.2916

00 0 0 0 00 0 0 0.324 0.3240 0 0 0.324 0.3240 0 0 0.468 0.4680 0 0 0 00 0 0 0.036 0.0360 0 0 0.144 0.1440 0 0 0 00 0 0 0.468 0.4680 0 0 0.036 0.0360 0 0 0.288 0.288

00 0 0 0 00 0 0 22.2336 22.23360 0 0 0 00 0 0 0.6624 0.6624

00 0 0 0 00 0 0 2.0757 2.07570 0 0 0.2431 0.24310 0 0 0 00 0 0 0.0374 0.03740 0 0 24.9458 24.94580 0 0 7.48 7.48

00 0 0 0 00 0 0 3.888 3.8880 0 0 2.772 2.7720 0 0 0 00 0 0 2.664 2.6640 0 0 0 00 0 0 0.216 0.2160 0 0 4.068 4.068

00

0 0 0 0 00 0 0 23.22 23.220 0 0 11.1456 11.14560 0 0 8.3376 8.33760 0 0 0 00 0 0 1.5984 1.59840 0 0 0.5616 0.56160 0 0 1.404 1.4040 0 0 14.3424 14.34240 0 0 3.348 3.3480 0 0 0 00 0 0 1.2744 1.2744

00 0 0 0 00 0 0 7.74 7.740 0 0 5.544 5.5440 0 0 0 0

0 0 0 32.4 32.40 0 0 0 00 0 0 0.396 0.396

00 0 0 0 00 0 0 3.8686 3.86860 0 0 6.235 6.2350 0 0 5.9856 5.98560 0 0 13.4328 13.43280 0 0 0 00 0 0 34.51 34.510 0 0 20.735 20.7350 0 0 99.18 99.180 0 0 0.1856 0.18560 0 0 0 00 0 0 0.8874 0.88740 0 0 4.64 4.640 0 0 1.2354 1.2354

00 0 0 0 00 0 0 0.7488 0.74880 0 0 0 00 0 0 0.6336 0.63360 0 0 0 00 0 0 0 0

00 0 0 0 00 0 0.54 0 0.540 0 0.54 0 0.540 0 0.78 0 0.780 0 0 0 00 0 0.06 0 0.060 0 0.24 0 0.240 0 0 0 00 0 0.78 0 0.780 0 0.06 0 0.060 0 0.48 0 0.48

00 0 0 0 00 0 50.952 0 50.9520 0 0 0 00 0 1.518 0 1.518

00 0 0 0 00 0 6.48 0 6.480 0 4.62 0 4.620 0 0 0 00 0 4.44 0 4.440 0 0 0 00 0 0.36 0 0.36

00 0 0 0 00 0 6 0 60 0 9.66 0 9.660 0 4.62 0 4.620 0 20.82 0 20.820 0 0 0 0

0 0 38.88 0 38.880 0 36.66 0 36.660 0 2.22 0 2.220 0 0 0 00 0 1.26 0 1.260 0 7.2 0 7.2

00 0 0 0 00 0 180.6 0 180.60 0 194.6 0 194.60 0 0 0 00 0 11.48 0 11.480 0 12.04 0 12.040 0 92.96 0 92.960 0 83.86 0 83.860 0 0 0 00 0 18.76 0 18.76

00 0 0 0 00 0 12.441 0 12.4410 0 8.4825 0 8.48250 0 0 0 00 0 40.716 0 40.7160 0 187.1805 0 187.18050 0 0 0 00 0 0.5655 0 0.56550 0 0.5655 0 0.5655

00

0 0 0 0 00 0 15.6 0 15.60 0 37.713 0 37.7130 0 48.3015 0 48.30150 0 36.1335 0 36.13350 0 0 0 00 0 102.375 0 102.3750 0 63.375 0 63.3750 0 333.45 0 333.450 0 0.4485 0 0.44850 0 0.624 0 0.6240 0 0 0 00 0 4.134 0 4.1340 0 0.156 0 0.1560 0 18.72 0 18.720 0 4.992 0 4.992

00 0 0 0 00 0 40.3 0 40.30 0 28.95 0 28.950 0 0 0 00 0 4250 0 4250

00

0 0 0 0 00 0 0.2916 0 0.29160 0 0.2916 0 0.29160 0 0.4212 0 0.4212

0 0 0 0 00 0 0.0324 0 0.03240 0 0.1296 0 0.12960 0 0 0 00 0 0.4212 0 0.42120 0 0.0324 0 0.03240 0 0.2592 0 0.2592

00 0 0 0 00 0 50.0256 0 50.02560 0 0 0 00 0 1.4904 0 1.4904

00 0 0 0 00 0 3.4992 0 3.49920 0 2.4948 0 2.49480 0 0 0 00 0 2.3976 0 2.39760 0 0 0 00 0 0.1944 0 0.1944

00 0 0 0 00 0 247.68 0 247.680 0 266.88 0 266.880 0 0 0 00 0 15.744 0 15.7440 0 16.512 0 16.5120 0 127.488 0 127.4880 0 115.008 0 115.0080 0 0 0 00 0 25.728 0 25.728

00 0 0 0 00 0 9.6048 0 9.60480 0 23.2128 0 23.21280 0 29.7216 0 29.72160 0 22.2336 0 22.23360 0 0 0 00 0 75.6 0 75.60 0 46.8 0 46.80 0 246.24 0 246.240 0 0.4608 0 0.46080 0 0 0 00 0 2.5488 0 2.54880 0 0.1152 0 0.11520 0 11.52 0 11.520 0 3.0672 0 3.0672

00

0 0 0 0 00 0 0 20.6336 20.63360 0 0 14.8224 14.82240 0 0 0 00 0 0 2176 2176

00 0 0 0 00 5.06772 2.17188 0 7.2396

0 5.06772 2.17188 0 7.23960 7.32004 3.13716 0 10.45720 0 0 0 00 0.56308 0.24132 0 0.80440 2.25232 0.96528 0 3.21760 0 0 0 00 7.32004 3.13716 0 10.45720 0.56308 0.24132 0 0.80440 4.50464 1.93056 0 6.4352

00 0 0 0 00 778.93256 333.82824 0 1112.76080 0 0 0 00 23.20654 9.94566 0 33.1522

00 0 0 0 00 52.08675 52.08675 0 104.1735

00 0 0 0 00 259.0168 0 0 259.01680 372.4372 0 0 372.43720 0 0 0 00 241.32 0 0 241.320 5405.568 0 0 5405.5680 0 0 0 00 19.3056 0 0 19.3056

00 0 0 0 00 0 1669.1412 0 1669.14120 0 0 0 00 0 49.7283 0 49.7283

00 0 0 0 00 0 0 967.527 967.5270 0 0 0 00 0 0 16.6815 16.68150 0 0 0 00 0 0 33.363 33.363

00 0 0 0 00 0 0 8.06 8.060 0 0 2.9 2.90 0 0 0 00 0 0 0.7 0.70 0 0 3.42 3.420 0 0 400 400

308561.6512308566-4.3488

cronogramas apvchaparral-cusco

Documents