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ANEXO Nº 01 CUADRO COMPARATIVO DE PRESUPUESTOS OBRA: "Mejoramiento de la Transitabilidad Vehicular y Peatonal de las Avs. Mariano Santos, Machupicchu, y Mariscal Agustin Gamarra, Dist UBICACIÓN: Avs. Mariano Santos, Machupicchu, y Mariscal Agustin Gamarra. Distrito Santiago, Provincia y Departamento Cusco - Peru. PRESUPUESTO PIP DECLARADO VIABLE PRESUPUESTO EXPEDIENTE TECNICO APROBADO PRESUPUESTO EXPEDIENTE TECNICO MODIFICADO PARTIDA DESCRIPCION UND CANT. P.U PARCIAL UND CANT. P.U PARCIAL UND CANT. P.U PARCIAL 01 OBRAS PROVISIONALES 01.01 CARTEL DE OBRA und 1.00 S/. 1,738.78 S/. 1,738.78 und 1.00 S/. 1,760.19 S/. 1,760.19 und 3.00 S/. 1,770.41 S/. 5,311.23 01.02 ALMACEN Y RESIDENCIA DE OBRA GLB 1.00 S/. 1,000.00 S/. 1,000.00 GLB 1.00 S/. 1,000.00 S/. 1,000.00 GLB 1.00 S/. 1,000.00 S/. 1,000.00 02 TRABAJOS PRELIMINARES 02.01 MOVILIZACION Y DESMOVILIZACION DE EQUIPOS GLB 1.00 S/. 3,000.00 S/. 3,000.00 GLB 1.00 S/. 3,000.00 S/. 3,000.00 GLB 1.00 S/. 3,000.00 S/. 3,000.00 02.02 TRAZO, NIVELES Y REPLANTEO m2 27577.05 S/. 0.58 S/. 15,994.69 m2 27577.05 S/. 0.64 S/. 17,649.31 m2 22,113.18 S/. 0.66 S/. 14,594.70 02.03 TRANSPORTE DE MATERIALES A OBRA GLB 0.00 S/. - S/. - GLB 0.00 S/. - S/. - GLB 1.00 S/. 3,000.00 S/. 3,000.00 03 MOVIMIENTO DE TIERRAS 03.01 TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION m2 27577.05 S/. 0.35 S/. 9,651.97 m2 27577.05 S/. 0.33 S/. 9,100.43 m2 22,113.18 S/. 0.35 S/. 7,739.61 03.02 DEMOLICION DE PAVIMENTO EXISTENTE m3 3005.12 S/. 14.87 S/. 44,686.13 m3 3005.12 S/. 15.14 S/. 45,497.52 m3 1,741.66 S/. 15.43 S/. 26,873.81 03.03 DEMOLICION DE MURO EXISTENTE m3 0.00 S/. - S/. - m3 0.00 S/. - S/. - m3 241.72 S/. 36.63 S/. 8,854.20 03.05 CORTE DE TERRENO A NIVEL DE SUB RASANTE m3 3005.12 S/. 5.30 S/. 15,927.14 m3 3005.12 S/. 5.35 S/. 16,077.39 m3 3,986.12 S/. 5.40 S/. 21,525.05 03.06 NIVELACION DE BUZONES EN GENERAL und 19.00 S/. 416.13 S/. 7,906.47 und 19.00 S/. 400.16 S/. 7,603.04 und S/. - S/. - 03.07 RECONEXIONES DOMICILIARIAS DE AGUA GLB 1.00 S/. 5,095.58 S/. 5,095.58 GLB 1.00 S/. 10,118.49 S/. 10,118.49 GLB S/. - S/. - 03.08 RECONEXIONES DOMICILIARIAS DE DESAGUE GLB 1.00 S/. 5,095.58 S/. 5,095.58 GLB 1.00 S/. 10,118.49 S/. 10,118.49 GLB S/. - S/. - 03.08 RECONEXIONES DOMICILIARIAS DE AGUA Y DESAGUE GLB S/. - S/. - GLB S/. - S/. - GLB 1.00 S/. 10,128.71 S/. 10,128.71 03.10 ELIMINACION DE MATERIAL EXCEDENTE m3 9565.13 S/. 12.80 S/. 122,433.66 m3 9565.13 S/. 12.87 S/. 123,103.22 m3 9,565.13 S/. 12.96 S/. 123,964.08 03.11 PERFILADO Y COMPACTADO DE SUB RASANTE EN ZONAS DE CORTE m2 15025.62 S/. 3.81 S/. 57,247.61 m2 15025.62 S/. 3.98 S/. 59,801.97 m2 14,077.49 S/. 4.00 S/. 56,309.96 03.12 RIEGO m2 15025.62 S/. 0.36 S/. 5,409.22 m2 15025.62 S/. 0.38 S/. 5,709.74 m2 14,077.49 S/. 0.38 S/. 5,349.45 03.13 SUMINISTRO E INSTALACION DE GEOMALLA BIAXIAL m2 S/. - S/. - m2 S/. - S/. - m2 14,077.49 S/. 8.91 S/. 125,430.44 04 PAVIMENTOS 04.01 PAVIMENTO DE CONCRETO 04.01.01 SUB BASE e = 0.20 m. 04.01.01.01 TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION m2 15735.62 S/. 0.35 S/. 5,507.47 m2 15735.62 S/. 0.33 S/. 5,192.75 m2 10,733.28 S/. 0.35 S/. 3,756.65 04.01.01.02 EXTRACCION Y PREPARACION DE MATERIAL DE SUB-BASE m3 4091.26 S/. 6.85 S/. 28,025.13 m3 4091.26 S/. 9.90 S/. 40,503.47 m3 2,855.05 S/. 9.95 S/. 28,407.75 04.01.01.03 CARGUIO Y TRANSPORTE DE MATERIAL DE SUB BASE (Dmax=10km) m3 4091.26 S/. 21.01 S/. 85,957.37 m3 4091.26 S/. 21.04 S/. 86,080.11 m3 2,855.05 S/. 21.08 S/. 60,184.45 04.01.01.04 EXTENDIDO Y COMPACTACION DE SUB-BASE m2 15735.62 S/. 2.62 S/. 41,227.32 m2 15735.62 S/. 2.80 S/. 44,059.74 m2 10,733.28 S/. 2.84 S/. 30,482.52 04.01.01.05 RIEGO m2 15735.62 S/. 0.36 S/. 5,664.82 m2 15735.62 S/. 0.38 S/. 5,979.54 m2 10,733.28 S/. 0.38 S/. 4,078.65 04.01.01.06 MEJORAMIENTO SUELO - CEMENTO AL 3% m3 0.00 S/. - S/. - m3 0.00 S/. - S/. - m3 2,146.66 S/. 25.09 S/. 53,859.70 04.01.02 LOSA DE RODADURA 04.01.02.01 TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION m2 15735.62 S/. 0.35 S/. 5,507.47 m2 15735.62 S/. 0.33 S/. 5,192.75 m2 10,733.28 S/. 0.35 S/. 3,756.65 04.01.02.02 ENCOFRADO Y DESENCOFRADO EN LOSA DE PAVIMENTO m2 2086.60 S/. 35.10 S/. 73,239.66 m2 2086.60 S/. 37.41 S/. 78,059.71 m2 1,841.84 S/. 37.99 S/. 69,971.50 04.01.02.03 CONCRETO f'c = 245 Kg/cm2 m3 3147.12 S/. 442.06 S/. 1,391,215.87 m3 3147.12 S/. 459.66 S/. 1,446,605.18 m3 2,468.65 S/. 459.67 S/. 1,134,764.35 04.01.02.04 ACERO DE TEMPERATURA DE 1/4" kg 19471.78 S/. 5.86 S/. 114,104.63 kg 19471.78 S/. 4.12 S/. 80,223.73 kg 12,783.16 S/. 4.18 S/. 53,433.61 04.01.02.05 ACERO CORRUGADO G-60 DE 1/2" EN JUNTA LONGITUDINAL kg 1433.92 S/. 6.02 S/. 8,632.20 kg 1433.92 S/. 4.38 S/. 6,280.57 kg 656.17 S/. 4.45 S/. 2,919.96 04.01.02.06 ACERO DE 3/4" EN JUNTA DE CONTRACCION kg 15629.80 S/. 6.02 S/. 94,091.40 kg 15629.80 S/. 4.38 S/. 68,458.52 kg 10,228.25 S/. 4.45 S/. 45,515.71 04.01.02.07 ACERO LISO DE 1" EN JUNTA DE DILATACION kg 2036.48 S/. 6.13 S/. 12,483.62 kg 2036.48 S/. 4.49 S/. 9,143.80 kg 1,266.59 S/. 4.56 S/. 5,775.65 04.01.02.08 CURADO DE LOSA DE CONCRETO m2 15735.62 S/. 0.54 S/. 8,497.23 m2 15735.62 S/. 0.64 S/. 10,070.80 m2 10,733.28 S/. 0.72 S/. 7,727.96 04.01.02.09 SELLADO DE JUNTAS DE CONTRAC. Y LONG, m 8798.23 S/. 2.26 S/. 19,884.00 m 8798.23 S/. 2.51 S/. 22,083.56 m 8,008.00 S/. 2.65 S/. 21,221.20 04.01.02.10 SELLADO DE JUNTAS DILATACION, e=3/4", h=0.05 m. m 256.29 S/. 5.83 S/. 1,494.17 m 256.29 S/. 6.21 S/. 1,591.56 m 108.20 S/. 6.45 S/. 697.89 05 SARDINELES Y VEREDAS 05.01 SARDINELES DE CONCRETO 05.01.01 TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION m2 551.63 S/. 0.35 S/. 193.07 m2 551.63 S/. 0.33 S/. 182.04 m2 557.87 S/. 0.35 S/. 195.25 05.01.02 DEMOLICION DE SARDINELES m3 247.16 S/. 29.08 S/. 7,187.41 m3 247.16 S/. 34.88 S/. 8,620.94 m3 103.28 S/. 39.32 S/. 4,060.97 05.01.03 EXCAVACION m3 82.74 S/. 15.22 S/. 1,259.30 m3 82.74 S/. 17.84 S/. 1,476.08 m3 111.57 S/. 20.65 S/. 2,303.92 05.01.04 ENCOFRADO Y DESENCOFRADO DE SARDINELES m2 3309.78 S/. 16.94 S/. 56,067.67 m2 3309.78 S/. 18.98 S/. 62,819.62 m2 4,462.94 S/. 19.85 S/. 88,589.36 05.01.05 CONCRETO f'c = 210 Kg/cm2 m3 248.23 S/. 357.06 S/. 88,633.00 m3 248.23 S/. 380.43 S/. 94,434.14 m3 390.51 S/. 389.07 S/. 151,935.73 05.01.06 CURADO DE SARDINELES m 3677.53 S/. 0.47 S/. 1,728.44 m 3677.53 S/. 0.55 S/. 2,022.64 m 3,533.16 S/. 0.63 S/. 2,225.89 05.01.07 SELLADO DE JUNTAS EN SARDINELES, e=3/4", h=0.15 m. m 552.15 S/. 7.46 S/. 4,119.04 m 552.15 S/. 8.00 S/. 4,417.20 m 681.84 S/. 8.26 S/. 5,632.00 05.02 VEREDAS 05.02.01 TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION m2 5753.23 S/. 0.35 S/. 2,013.63 m2 5753.23 S/. 0.33 S/. 1,898.57 m2 3,019.00 S/. 0.35 S/. 1,056.65 05.02.02 DEMOLICION DE VEREDAS m3 818.87 S/. 29.08 S/. 23,812.74 m3 818.87 S/. 34.88 S/. 28,562.19 m3 307.16 S/. 39.32 S/. 12,077.53 05.02.03 NIVELACION Y COMPACTADO MANUAL m2 5753.23 S/. 1.11 S/. 6,386.09 m2 5753.23 S/. 1.25 S/. 7,191.54 m2 3,019.00 S/. 1.31 S/. 3,954.89 05.02.04 ENCOFRADO Y DESENCOFRADO DE VEREDAS m2 383.55 S/. 16.94 S/. 6,497.34 m2 383.55 S/. 18.28 S/. 7,011.29 m2 166.40 S/. 19.09 S/. 3,176.58 05.02.05 EMPEDRADO DE 6" m2 5753.23 S/. 19.06 S/. 109,656.56 m2 5753.23 S/. 18.13 S/. 104,306.06 m2 3,019.00 S/. 19.09 S/. 57,632.71 05.02.06 CONCRETO f'c = 175 Kg/cm2 m3 431.49 S/. 344.99 S/. 148,859.74 m3 431.49 S/. 375.53 S/. 162,037.44 m3 281.98 S/. 385.87 S/. 108,807.62

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pres comparativoANEXO N 01CUADRO COMPARATIVO DE PRESUPUESTOSOBRA:"Mejoramiento de la Transitabilidad Vehicular y Peatonal de las Avs. Mariano Santos, Machupicchu, y Mariscal Agustin Gamarra, Distrito Santiago, Provincia Cusco".UBICACIN:Avs. Mariano Santos, Machupicchu, y Mariscal Agustin Gamarra. Distrito Santiago, Provincia y Departamento Cusco - Peru.PRESUPUESTO PIP DECLARADO VIABLEPRESUPUESTO EXPEDIENTE TECNICO APROBADOPRESUPUESTO EXPEDIENTE TECNICO MODIFICADODIFERENCIA EXP. TCO. MOD. Y PIP DECLARADO VIABLEPARTIDADESCRIPCIONUNDCANT.P.UPARCIALUNDCANT.P.UPARCIALUNDCANT.P.UPARCIALMONTO%INCREMENTO%DISMINUCION%01OBRAS PROVISIONALES01.01CARTEL DE OBRAund1.00$1,738.78$1,738.78und1.00$1,760.19$1,760.19und3.00$1,770.41$5,311.23$3,572.45205%0.00%205%001.02ALMACEN Y RESIDENCIA DE OBRAGLB1.00$1,000.00$1,000.00GLB1.00$1,000.00$1,000.00GLB1.00$1,000.00$1,000.000.00%0.00%0%002TRABAJOS PRELIMINARES002.01MOVILIZACION Y DESMOVILIZACION DE EQUIPOSGLB1.00$3,000.00$3,000.00GLB1.00$3,000.00$3,000.00GLB1.00$3,000.00$3,000.000.00%0.00%0%002.02TRAZO, NIVELES Y REPLANTEOm227577.05$0.58$15,994.69m227577.05$0.64$17,649.31m222,113.18$0.66$14,594.700.00%$(1,399.99)-9%-9%002.03TRANSPORTE DE MATERIALES A OBRAGLB0.000.00.0GLB0.000.00.0GLB1.00$3,000.00$3,000.00$3,000.00100%0.00%100%003MOVIMIENTO DE TIERRAS003.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm227577.05$0.35$9,651.97m227577.05$0.33$9,100.43m222,113.18$0.35$7,739.610.00%$(1,912.35)-20%-20%003.02DEMOLICION DE PAVIMENTO EXISTENTEm33005.12$14.87$44,686.13m33005.12$15.14$45,497.52m31,741.66$15.43$26,873.810.00%$(17,812.32)-40%-40%003.03DEMOLICION DE MURO EXISTENTEm30.000.00.0m30.000.00.0m3241.72$36.63$8,854.20$8,854.20100%0.00%100%003.05CORTE DE TERRENO A NIVEL DE SUB RASANTEm33005.12$5.30$15,927.14m33005.12$5.35$16,077.39m33,986.12$5.40$21,525.05$5,597.9135%0.00%35%003.06NIVELACION DE BUZONES EN GENERALund19.00$416.13$7,906.47und19.00$400.16$7,603.04und0.00.00.00%$(7,906.47)-100%-100%oye03.07RECONEXIONES DOMICILIARIAS DE AGUAGLB1.00$5,095.58$5,095.58GLB1.00$10,118.49$10,118.49GLB0.00.00.00%$(5,095.58)-100%-100%oye03.08RECONEXIONES DOMICILIARIAS DE DESAGUEGLB1.00$5,095.58$5,095.58GLB1.00$10,118.49$10,118.49GLB0.00.00.00%$(5,095.58)-100%-100%oye03.08RECONEXIONES DOMICILIARIAS DE AGUA Y DESAGUEGLB0.00.0GLB0.00.0GLB1.00$10,128.71$10,128.71$10,128.71100%0.00%100%003.10ELIMINACION DE MATERIAL EXCEDENTEm39565.13$12.80$122,433.66m39565.13$12.87$123,103.22m39,565.13$12.96$123,964.08$1,530.421%0.00%1%003.11PERFILADO Y COMPACTADO DE SUB RASANTE EN ZONAS DE CORTEm215025.62$3.81$57,247.61m215025.62$3.98$59,801.97m214,077.49$4.00$56,309.960.00%$(937.65)-2%-2%003.12RIEGOm215025.62$0.36$5,409.22m215025.62$0.38$5,709.74m214,077.49$0.38$5,349.450.00%$(59.78)-1%-1%003.13SUMINISTRO E INSTALACION DE GEOMALLA BIAXIALm20.00.0m20.00.0m214,077.49$8.91$125,430.44$125,430.44100%0.00%100%004PAVIMENTOS004.01PAVIMENTO DE CONCRETO004.01.01SUB BASE e = 0.20 m.004.01.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm215735.62$0.35$5,507.47m215735.62$0.33$5,192.75m210,733.28$0.35$3,756.650.00%$(1,750.82)-32%-32%004.01.01.02EXTRACCION Y PREPARACION DE MATERIAL DE SUB-BASEm34091.26$6.85$28,025.13m34091.26$9.90$40,503.47m32,855.05$9.95$28,407.75$382.621%0.00%1%004.01.01.03CARGUIO Y TRANSPORTE DE MATERIAL DE SUB BASE (Dmax=10km)m34091.26$21.01$85,957.37m34091.26$21.04$86,080.11m32,855.05$21.08$60,184.450.00%$(25,772.92)-30%-30%004.01.01.04EXTENDIDO Y COMPACTACION DE SUB-BASEm215735.62$2.62$41,227.32m215735.62$2.80$44,059.74m210,733.28$2.84$30,482.520.00%$(10,744.81)-26%-26%004.01.01.05RIEGOm215735.62$0.36$5,664.82m215735.62$0.38$5,979.54m210,733.28$0.38$4,078.650.00%$(1,586.18)-28%-28%004.01.01.06MEJORAMIENTO SUELO - CEMENTO AL 3%m30.000.00.0m30.000.00.0m32,146.66$25.09$53,859.70$53,859.70100%0.00%100%004.01.02LOSA DE RODADURA004.01.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm215735.62$0.35$5,507.47m215735.62$0.33$5,192.75m210,733.28$0.35$3,756.650.00%$(1,750.82)-32%-32%004.01.02.02ENCOFRADO Y DESENCOFRADO EN LOSA DE PAVIMENTOm22086.60$35.10$73,239.66m22086.60$37.41$78,059.71m21,841.84$37.99$69,971.500.00%$(3,268.16)-4%-4%004.01.02.03CONCRETO f'c = 245 Kg/cm2m33147.12$442.06$1,391,215.87m33147.12$459.66$1,446,605.18m32,468.65$459.67$1,134,764.350.00%$(256,451.52)-18%-18%004.01.02.04ACERO DE TEMPERATURA DE 1/4"kg19471.78$5.86$114,104.63kg19471.78$4.12$80,223.73kg12,783.16$4.18$53,433.610.00%$(60,671.02)-53%-53%004.01.02.05ACERO CORRUGADO G-60 DE 1/2" EN JUNTA LONGITUDINALkg1433.92$6.02$8,632.20kg1433.92$4.38$6,280.57kg656.17$4.45$2,919.960.00%$(5,712.24)-66%-66%004.01.02.06ACERO DE 3/4" EN JUNTA DE CONTRACCIONkg15629.80$6.02$94,091.40kg15629.80$4.38$68,458.52kg10,228.25$4.45$45,515.710.00%$(48,575.68)-52%-52%004.01.02.07ACERO LISO DE 1" EN JUNTA DE DILATACIONkg2036.48$6.13$12,483.62kg2036.48$4.49$9,143.80kg1,266.59$4.56$5,775.650.00%$(6,707.97)-54%-54%004.01.02.08CURADO DE LOSA DE CONCRETOm215735.62$0.54$8,497.23m215735.62$0.64$10,070.80m210,733.28$0.72$7,727.960.00%$(769.27)-9%-9%004.01.02.09SELLADO DE JUNTAS DE CONTRAC. Y LONG,m8798.23$2.26$19,884.00m8798.23$2.51$22,083.56m8,008.00$2.65$21,221.20$1,337.207%0.00%7%004.01.02.10SELLADO DE JUNTAS DILATACION, e=3/4", h=0.05 m.m256.29$5.83$1,494.17m256.29$6.21$1,591.56m108.20$6.45$697.890.00%$(796.28)-53%-53%005SARDINELES Y VEREDAS005.01SARDINELES DE CONCRETO005.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2551.63$0.35$193.07m2551.63$0.33$182.04m2557.87$0.35$195.25$2.181%0.00%1%005.01.02DEMOLICION DE SARDINELESm3247.16$29.08$7,187.41m3247.16$34.88$8,620.94m3103.28$39.32$4,060.970.00%$(3,126.44)-43%-43%005.01.03EXCAVACIONm382.74$15.22$1,259.30m382.74$17.84$1,476.08m3111.57$20.65$2,303.92$1,044.6283%0.00%83%005.01.04ENCOFRADO Y DESENCOFRADO DE SARDINELESm23309.78$16.94$56,067.67m23309.78$18.98$62,819.62m24,462.94$19.85$88,589.36$32,521.6958%0.00%58%005.01.05CONCRETO f'c = 210 Kg/cm2m3248.23$357.06$88,633.00m3248.23$380.43$94,434.14m3390.51$389.07$151,935.73$63,302.7271%0.00%71%005.01.06CURADO DE SARDINELESm3677.53$0.47$1,728.44m3677.53$0.55$2,022.64m3,533.16$0.63$2,225.89$497.4529%0.00%29%005.01.07SELLADO DE JUNTAS EN SARDINELES, e=3/4", h=0.15 m.m552.15$7.46$4,119.04m552.15$8.00$4,417.20m681.84$8.26$5,632.00$1,512.9637%0.00%37%005.02VEREDAS005.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm25753.23$0.35$2,013.63m25753.23$0.33$1,898.57m23,019.00$0.35$1,056.650.00%$(956.98)-48%-48%005.02.02DEMOLICION DE VEREDASm3818.87$29.08$23,812.74m3818.87$34.88$28,562.19m3307.16$39.32$12,077.530.00%$(11,735.21)-49%-49%005.02.03NIVELACION Y COMPACTADO MANUALm25753.23$1.11$6,386.09m25753.23$1.25$7,191.54m23,019.00$1.31$3,954.890.00%$(2,431.20)-38%-38%005.02.04ENCOFRADO Y DESENCOFRADO DE VEREDASm2383.55$16.94$6,497.34m2383.55$18.28$7,011.29m2166.40$19.09$3,176.580.00%$(3,320.76)-51%-51%005.02.05EMPEDRADO DE 6"m25753.23$19.06$109,656.56m25753.23$18.13$104,306.06m23,019.00$19.09$57,632.710.00%$(52,023.85)-47%-47%005.02.06CONCRETO f'c = 175 Kg/cm2m3431.49$344.99$148,859.74m3431.49$375.53$162,037.44m3281.98$385.87$108,807.620.00%$(40,052.11)-27%-27%005.02.07CURADO DE CONCRETOm25753.23$0.50$2,876.62m25753.23$0.58$3,336.87m23,019.00$0.66$1,992.540.00%$(884.08)-31%-31%005.02.08SELLADO DE JUNTAS, e=3/4", h=0.05 m.m1917.74$2.55$4,890.24m1917.74$2.88$5,523.09m832.00$3.12$2,595.840.00%$(2,294.40)-47%-47%005.02.09SUMINISTRO Y COLOCACION DE ADOQUINES DE C DE 40 CM * 40CMm0.000.00.0m0.000.00.0m3,019.00$87.63$264,554.97$264,554.97100%0.00%100%006ESCALINATAS006.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm213.96$0.35$4.89m213.96$0.33$4.61m2124.49$0.35$43.57$38.69792%0.00%792%006.02DEMOLICION DE ESCALINATASm33.18$23.05$73.30m33.18$27.03$85.96m30.00.00%$(73.30)-100%-100%oye06.03NIVELACION Y COMPACTADO MANUALm213.96$1.11$15.50m213.96$1.25$17.45m2124.49$1.31$163.08$147.59952%0.00%952%006.04EMPEDRADO DE 6"m213.96$19.06$266.08m213.96$18.13$253.09m2124.49$19.09$2,376.51$2,110.44793%0.00%793%006.05ENCOFRADO Y DESENCOFRADO DE COSTADOS (escalinata)m22.92$12.90$37.67m22.92$14.30$41.76m246.10$14.64$674.90$637.241692%0.00%1692%006.06ENCOFRADO Y DESENCOFRADO DE CONTRAPASOSm26.39$7.21$46.07m26.39$9.18$58.66m251.24$9.62$492.93$446.86970%0.00%970%006.07CONCRETO f'c = 175 Kg/cm2m31.74$344.99$600.28m31.74$375.53$653.42m36.32$385.87$2,438.70$1,838.42306%0.00%306%006.08CURADO DE CONCRETOm213.96$0.50$6.98m213.96$0.58$8.10m279.05$0.66$52.17$45.19647%0.00%647%007SISTEMA DE EVACUACIN DE AGUAS PLUVIALES007.01CUNETA LATERAL007.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm21366.13$0.35$478.15m21366.13$0.33$450.82m2770.00$0.35$269.500.00%$(208.65)-44%-44%007.01.02DEMOLICION DE CUNETASm3264.47$23.05$6,096.03m3264.47$27.03$7,148.62m3130.90$31.25$4,090.630.00%$(2,005.41)-33%-33%007.01.03EXCAVACION MANUALm3204.92$15.27$3,129.13m3204.92$18.09$3,707.00m3808.50$20.69$16,727.87$13,598.74435%0.00%435%007.01.04NIVELACION Y COMPACTADO MANUALm21366.13$1.11$1,516.40m21366.13$1.25$1,707.66m2770.00$1.31$1,008.700.00%$(507.70)-33%-33%007.01.05ENCOFRADO Y DESENCOFRADOm22049.70$17.05$34,947.39m22049.70$19.82$40,625.05m23,048.00$20.76$63,276.48$28,329.1081%0.00%81%007.01.06CONCRETO f'c = 210 Kg/cm2m3345.80$357.06$123,471.35m3345.80$380.43$131,552.69m3270.42$389.07$105,212.310.00%$(18,259.04)-15%-15%007.01.07ACERO DE REFUERZO G-60kg16148.78$6.04$97,538.63kg16148.78$4.41$71,216.12kg11,901.12$4.49$53,436.030.00%$(44,102.60)-45%-45%007.01.08CURADO DE CONCRETOm22903.53$0.50$1,451.77m22903.53$0.58$1,684.05m22,133.60$0.66$1,408.180.00%$(43.59)-3%-3%007.01.09SELLADO DE JUNTAS, e=3/4"m1138.10$2.55$2,902.16m1138.10$2.88$3,277.73m1,155.70$3.12$3,605.78$703.6324%0.00%24%007.01.10REJILLA SUMIDERO PARA CUNETA 1" x 1/4"m248.80$452.13$22,063.94m248.80$452.68$22,090.78m298.59$452.84$44,645.50$22,581.55102%0.00%102%007.02TAPA DE CUNETA LATERAL007.02.01ENCOFRADO Y DESENCOFRADOm21300.13$17.05$22,167.22m21300.13$19.82$25,768.58m2762.00$20.76$15,819.120.00%$(6,348.10)-29%-29%007.02.02CONCRETO f'c = 210 Kg/cm2m3130.01$357.06$46,421.37m3130.01$380.43$49,459.70m377.43$389.07$30,125.690.00%$(16,295.68)-35%-35%007.02.03ACERO DE REFUERZO G-60kg7177.24$6.04$43,350.53kg7177.24$4.41$31,651.63kg4,365.07$4.49$19,599.160.00%$(23,751.37)-55%-55%007.02.04CURADO DE CONCRETOm21300.13$0.50$650.07m21300.13$0.58$754.08m2762.00$0.66$502.920.00%$(147.15)-23%-23%007.03SUMIDEROS TRANSVERSALES007.03.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm240.62$0.35$14.22m240.62$0.33$13.40m297.95$0.35$34.28$20.07141%0.00%141%007.03.02EXCAVACION MANUALm342.66$15.27$651.42m342.66$18.09$771.72m397.95$20.69$2,026.59$1,375.17211%0.00%211%007.03.03NIVELACION Y COMPACTADO MANUALm240.62$1.11$45.09m240.62$1.25$50.78m297.95$1.31$128.31$83.23185%0.00%185%007.03.04ENCOFRADO Y DESENCOFRADOm286.33$17.05$1,471.93m286.33$19.82$1,711.06m2195.90$20.76$4,066.88$2,594.96176%0.00%176%007.03.05CONCRETO f'c = 210 Kg/cm2m323.60$357.06$8,426.62m323.60$380.43$8,978.15m339.67$389.07$15,434.41$7,007.7983%0.00%83%007.03.06ACERO DE REFUERZO G-60kg786.56$6.04$4,750.82kg786.56$4.41$3,468.73kg1,514.30$4.49$6,799.21$2,048.3843%0.00%43%007.03.07REJILLA SUMIDERO PLAT. 2 1/2" x 1/2" (con marco y rieles)m214.40$753.72$10,853.57m214.40$754.37$10,862.93m20.00.00.00%$(10,853.57)-100%-100%oye07.03.08REJILLA SUMIDERO CON RIELESm226.22$663.45$17,395.66m226.22$664.23$17,416.11m297.95$664.57$65,094.63$47,698.97274%0.00%274%007.03.09TARRAJEO CON IMPERMEABILIZANTE, MEZCLA 1:5 e=1.5 cm.m2126.95$15.01$1,905.52m2126.95$17.11$2,172.11m2264.47$17.63$4,662.61$2,757.09145%0.00%145%007.03.10CURADO DE CONCRETOm2126.95$0.50$63.48m2126.95$0.58$73.63m2264.47$0.66$174.55$111.08175%0.00%175%007.04INSTALACION DE TUBERIAS PARA DESAGUE DE AGUAS PLUVIALES007.04.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm213.50$0.35$4.73m213.50$0.33$4.46m213.50$0.35$4.730.00%0.00%0%007.04.02EXCAVACION DE ZANJASm316.20$16.63$269.41m316.20$19.67$318.65m316.20$22.54$365.15$95.7436%0.00%36%007.04.03CAMA DE APOYOm31.35$41.52$56.05m31.35$45.40$61.29m31.35$48.87$65.97$9.9218%0.00%18%007.04.04TENDIDO DE TUBERIA PVC 10"m22.50$51.69$1,163.03m22.50$51.77$1,164.83m22.50$51.90$1,167.75$4.730%0.00%0%007.04.05RELLENO COMPACTADO CON MATERIAL PROPIO (manual)m312.83$19.42$249.16m312.83$22.46$288.16m312.83$25.33$324.98$75.8330%0.00%30%007.05REPOSICION DE REDES MATRICES007.05.01REPOSICION DE REDES MATRICES DE AGUA007.05.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm21004.16$0.35$351.46m21004.16$0.33$331.37m20.00.00.00%$(351.46)-100%-100%oye07.05.01.02EXCAVACION MANUALm31204.99$15.27$18,400.20m31204.99$18.09$21,798.27m30.00.00.00%$(18,400.20)-100%-100%oye07.05.01.03REFINE Y NIVELACION DE ZANJAS TN P/TUB.m21004.16$2.06$2,068.57m21004.16$2.33$2,339.69m20.00.00.00%$(2,068.57)-100%-100%oye07.05.01.04CAMA DE APOYOm3100.42$41.52$4,169.44m3100.42$45.40$4,559.07m30.00.00.00%$(4,169.44)-100%-100%oye07.05.01.05RELLENO COMPACTADO CON MATERIAL PROPIO (manual)m31054.37$19.42$20,475.87m31054.37$22.46$23,681.15m30.00.00.00%$(20,475.87)-100%-100%oye07.05.01.06SUMINISTRO E INSTALACION DE TUBERIA PVC SAP P/AGUA DE 4" C-10m776.00$6.55$5,082.80m776.00$6.75$5,238.00m0.00.00.00%$(5,082.80)-100%-100%oye07.05.01.07SUMINISTRO E INSTALACION DE TUBERIA PVC SAP P/AGUA DE 6" C-10m674.00$12.29$8,283.46m674.00$12.49$8,418.26m0.00.00.00%$(8,283.46)-100%-100%oye07.05.01.08SUMINISTRO E INSTALACION DE TUBERIA PVC SAP P/AGUA DE 8" C-10m210.00$16.18$3,397.80m210.00$16.38$3,439.80m0.00.00.00%$(3,397.80)-100%-100%oye07.05.01.09SUMINISTRO E INSTALACION DE VALVULAS Y ACCESORIOS PARA RED DE AGUA POTABLEund4.00$538.67$2,154.68und4.00$569.16$2,276.64und0.00.00.00%$(2,154.68)-100%-100%oye07.06REPOSICION DE REDES MATRICES DE DESAGUE007.06.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2877.80$0.35$307.23m2877.80$0.33$289.67m20.00.00.00%$(307.23)-100%-100%oye07.06.02EXCAVACION MANUALm31228.92$15.27$18,765.61m31228.92$18.09$22,231.16m30.00.00.00%$(18,765.61)-100%-100%oye07.06.03REFINE Y NIVELACION DE ZANJAS TN P/TUB.m2877.80$2.06$1,808.27m2877.80$2.33$2,045.27m20.00.00.00%$(1,808.27)-100%-100%oye07.06.04CAMA DE APOYOm387.78$41.52$3,644.63m387.78$45.40$3,985.21m30.00.00.00%$(3,644.63)-100%-100%oye07.06.05RELLENO COMPACTADO CON MATERIAL PROPIO (manual)m3921.69$19.42$17,899.22m3921.69$22.46$20,701.16m30.00.00.00%$(17,899.22)-100%-100%oye07.06.06SUMINISTRO E INSTALACION DE TUBERIA PVC P/DESAGUE DE 10"m1463.00$9.89$14,469.07m1463.00$48.93$71,584.59m0.00.00.00%$(14,469.07)-100%-100%oye07.07BUZONES DE INSPECCION NUEVOS007.07.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm214.14$0.35$4.95m214.14$0.33$4.67m20.00.00.00%$(4.95)-100%-100%oye07.07.02EXCAVACION MANUALm320.41$15.27$311.66m320.41$18.09$369.22m30.00.00.00%$(311.66)-100%-100%oye07.07.03NIVELACION Y COMPACTADO MANUALm214.14$1.11$15.70m214.14$1.25$17.68m20.00.00.00%$(15.70)-100%-100%oye07.07.04SOLADO DE 2" MEZCLA 1:12m214.14$11.85$167.56m214.14$13.42$189.76m20.00.00.00%$(167.56)-100%-100%oye07.07.05CONCRETO f'c = 210 Kg/cm2 (en losas macizas)m32.83$357.06$1,010.48m32.83$377.48$1,068.27m30.00.00.00%$(1,010.48)-100%-100%oye07.07.06CONCRETO f'c = 175 Kg/cm2 (en paredes y base)m37.13$344.99$2,459.78m37.13$372.00$2,652.36m30.00.00.00%$(2,459.78)-100%-100%oye07.07.07ENCOFRADO Y DESENCOFRADOm29.05$17.05$154.30m29.05$19.82$179.37m20.00.00.00%$(154.30)-100%-100%oye07.07.08ENCOFRADO Y DESENCOFRADO DE PAREDES DE BUZONm30.16$42.08$1,269.13m30.16$45.05$1,358.71m0.00.00.00%$(1,269.13)-100%-100%oye07.07.09ENCOFRADO Y DESENCOFRADO MEDIA CAAund8.00$31.23$249.84und8.00$35.12$280.96und0.00.00.00%$(249.84)-100%-100%oye07.07.10ACERO DE REFUERZO G-60kg205.63$6.04$1,242.01kg205.63$4.41$906.83kg0.00.00.00%$(1,242.01)-100%-100%oye07.07.11TARRAJEO CON IMPERMEABILIZANTE, MEZCLA 1:5 e=1.5 cm.m251.27$15.01$769.56m251.27$17.11$877.23m20.00.00.00%$(769.56)-100%-100%oye07.07.12TAPA METALICA DE FF D=0.60 m.und8.00$232.59$1,860.72und8.00$235.64$1,885.12und0.00.00.00%$(1,860.72)-100%-100%oye07.07.13CURADO DE CONCRETOm263.15$0.50$31.58m263.15$0.58$36.63m20.00.00.00%$(31.58)-100%-100%oye08MUROS DE SOSTENIMIENTO008.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2138.65$0.35$48.53m2138.65$0.33$45.75m2170.00$0.35$59.50$10.9723%0.00%23%008.02EXCAVACION PARA MUROSm3106.98$15.22$1,628.24m3106.98$17.84$1,908.52m3144.50$20.65$2,983.93$1,355.6983%0.00%83%008.03SOLADO DE 2" MEZCLA 1:12m2138.65$11.85$1,643.00m2138.65$13.42$1,860.68m2204.00$13.92$2,839.68$1,196.6873%0.00%73%008.04ENCOFRADO Y DESENCOFRADO DE MUROS DE SOSTENIMIENTOm2427.90$32.65$13,970.94m2427.90$37.58$16,080.48m2289.00$38.79$11,210.310.00%$(2,760.63)-20%-20%008.05MAMPOSTERIA DE PIEDRA 70% P.G. + C 1:6m3106.98$150.41$16,090.86m3106.98$146.81$15,705.73m3144.50$150.48$21,744.36$5,653.5035%0.00%35%008.06EMBOQUILLADO DE MURO (AREA VISIBLE), C:A, 1:5, E=0.02m.m2115.70$19.66$2,274.66m2115.70$22.42$2,593.99m2289.00$23.43$6,771.27$4,496.61198%0.00%198%008.07DRENES TRANSVERSALESm55.46$7.27$403.19m55.46$7.79$432.03m3.86$8.26$31.880.00%$(371.31)-92%-92%008.08CURADO DE CONCRETOm2427.90$0.50$213.95m2427.90$0.58$248.18m21,052.54$0.66$694.68$480.73225%0.00%225%008.09DEMOLICION DE MURO EXISTENTEm378.00$27.07$2,111.46m378.00$32.26$2,516.28m30.00.00.00%$(2,111.46)-100%-100%oye08.10RELLENO COMPACTADO CON MATERIAL PROPIO (muro-manual)m360.42$62.51$3,776.85m360.42$71.37$4,312.18m30.00.00.00%$(3,776.85)-100%-100%oye09ESTRUCTURAS METALICAS DE PROTECCION009.01BARANDAS DE PROTECCION009.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2245.60$0.35$85.96m2245.60$0.33$81.05m2166.00$0.35$58.100.00%0.00%0%009.01.02EXCAVACION MANUALm329.47$15.27$450.01m329.47$18.09$533.11m319.92$20.69$412.140.00%$(37.86)-8%-8%009.01.03SUMINISTRO Y COLOCACION DE BARANDA METALICA DE PROTECCIONm614.00$181.58$111,490.12m614.00$183.30$112,546.20m415.00$184.44$76,542.600.00%$(34,947.52)-31%-31%009.01.04CONCRETO f'c = 175 Kg/cm2m329.47$344.99$10,166.86m329.47$375.53$11,066.87m319.92$385.87$7,686.530.00%$(2,480.32)-24%-24%009.01.05PINTADO DE BARANDAS METALICASm614.00$8.73$5,360.22m614.00$9.11$5,593.54m415.00$9.20$3,818.000.00%$(1,542.22)-29%-29%009.02REJILLA METALICA P/PROTECCION DE AREAS VERDES009.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2211.80$0.35$74.13m2211.80$0.33$69.89m2114.00$0.35$39.900.00%$(34.23)-46%-46%009.02.02EXCAVACION MANUALm384.72$15.27$1,293.67m384.72$18.09$1,532.58m345.60$20.69$943.460.00%$(350.21)-27%-27%009.02.03SUMINISTRO Y COLOCACION DE REJA METALICA DE PROTECCION DE AREAS VERDESm1412.00$113.93$160,869.16m1412.00$115.26$162,747.12m760.00$116.36$88,433.600.00%$(72,435.56)-45%-45%009.02.04CONCRETO f'c = 175 Kg/cm2m363.54$344.99$21,920.66m363.54$375.53$23,861.18m334.20$385.87$13,196.750.00%$(8,723.91)-40%-40%009.02.05PINTADO DE REJA METALICAm1412.00$13.98$19,739.76m1412.00$14.36$20,276.32m760.00$14.45$10,982.000.00%$(8,757.76)-44%-44%010MOBILIARIO URBANO010.01SEALIZACION010.01.01PINTADO DE SARDINELES AL BORDE DE VIAm3677.53$3.23$11,878.42m3677.53$3.29$12,099.07m3,719.12$3.32$12,347.48$469.064%0.00%4%010.01.02PINTADO DE LINEAS EN EL PAVIMENTOm2130.29$1.04$2,215.50m2130.29$1.28$2,726.77m1,627.00$1.33$2,163.910.00%$(51.59)-2%-2%010.01.03SUMINISTRO Y COLOCADO DE SEALES DE PISO (ojo de gato)und438.00$9.92$4,344.96und438.00$10.37$4,542.06und876.00$10.58$9,268.08$4,923.12113%0.00%113%010.01.04SEALES INFORMATIVASund32.00$279.50$8,944.00und32.00$286.17$9,157.44und13.00$289.78$3,767.140.00%$(5,176.86)-58%-58%010.01.05SEALES REGULADORASund15.00$279.50$4,192.50und15.00$286.17$4,292.55und7.00$289.78$2,028.460.00%$(2,164.04)-52%-52%010.01.06SUMINISTRO Y COLOCACION DE GUARDAVIASm35.00$147.71$5,169.85m35.00$148.46$5,196.10m35.00$149.01$5,215.35$45.501%0.00%1%010.01.07SUMINISTRO Y COLOCACION DE TERMINALES DE GUARDAVIAund2.00$110.92$221.84und2.00$114.75$229.50und2.00$116.45$232.90$11.065%0.00%5%010.02PARADEROS010.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2194.40$0.35$68.04m2194.40$0.33$64.15m2172.80$0.35$60.480.00%$(7.56)-11%-11%010.02.02EXCAVACION MANUALm338.88$15.27$593.70m338.88$18.09$703.34m334.56$20.69$715.05$121.3520%0.00%20%010.02.03NIVELACION Y COMPACTADO MANUALm2194.40$1.11$215.78m2194.40$1.25$243.00m2172.80$1.31$226.37$10.585%0.00%5%010.02.04CONCRETO f'c = 175 Kg/cm2m35.40$344.99$1,862.95m35.40$375.53$2,027.86m34.80$385.87$1,852.180.00%$(10.77)-1%-1%010.02.05ACERO DE REFUERZO G-60kg51.96$6.04$313.84kg51.96$4.41$229.14kg51.36$4.49$230.610.00%$(83.23)-27%-27%010.02.06RELLENO COMPACTADO CON MATERIAL PROPIO (manual)m33.60$19.42$69.91m33.60$22.46$80.86m33.20$25.33$81.06$11.1416%0.00%16%010.02.07ESTRUCTURA PREDISEADA DE PARADEROund9.00$4,440.58$39,965.22und9.00$4,495.01$40,455.09und8.00$4,524.41$36,195.280.00%$(3,769.94)-9%-9%010.02.08CURADO DE CONCRETOm220.00$0.50$10.00m220.00$0.58$11.60m216.00$0.66$10.56$0.566%0.00%6%010.03BANCAS DE MADERA010.03.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm28.96$0.35$3.14m28.96$0.33$2.96m225.60$0.35$8.96$5.82186%0.00%186%010.03.02EXCAVACION MANUALm30.90$15.27$13.74m30.90$18.09$16.28m31.28$20.69$26.48$12.7493%0.00%93%010.03.03NIVELACION Y COMPACTADO MANUALm22.24$1.11$2.49m22.24$1.25$2.80m23.20$1.31$4.19$1.7169%0.00%69%010.03.04CONCRETO f'c = 175 Kg/cm2m30.90$344.99$310.49m30.90$375.53$337.98m31.28$385.87$493.91$183.4259%0.00%59%010.03.05ESTRUCTURA DE BANCA DE MADERA CON BASE METALICAund14.00$560.38$7,845.32und14.00$607.08$8,499.12und40.00$1,212.42$48,496.80$40,651.48518%0.00%518%010.03.06PINTURA ESMALTE EN ESTRUCTURA METALICAm22.40$18.19$407.46m22.40$18.62$417.09m64.00$18.75$1,200.00$792.54195%0.00%195%010.03.07CURADO DE CONCRETOm22.24$0.50$1.12m22.24$0.58$1.30m216.00$0.66$10.56$9.44843%0.00%843%0ARBORIZACION TIPO ALCORQUE0TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm215.00$0.35$5.25m215.00$0.33$4.95m20.00.00.00%$(5.25)-100%-100%oyeEXCAVACION MANUALm33.00$15.27$45.81m33.00$18.09$54.27m30.00.00.00%$(45.81)-100%-100%oyeCONCRETO f'c = 175 Kg/cm2m31.80$344.99$620.98m31.80$375.53$675.95m30.00.00.00%$(620.98)-100%-100%oyeSUMINISTRO E NSTALACION DE ALCORQUE EN FUNDICION DUCTILund15.00$449.12$6,736.80und15.00$453.70$6,805.50und0.00.00.00%$(6,736.80)-100%-100%oyeCURADO DE CONCRETOm29.00$0.50$4.50m29.00$0.58$5.22m20.00.00.00%$(4.50)-100%-100%oye10.04MACETEROS010.04.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm20.000.00.0m20.000.00.0m246.00$0.35$16.10$16.10100%0.00%100%010.04.02EXCAVACION MANUALm30.000.00.0m30.000.00.0m39.20$20.69$190.35$190.35100%0.00%100%010.04.03CONCRETO f'c = 175 Kg/cm2m30.000.00.0m30.000.00.0m33.00$385.87$1,157.61$1,157.61100%0.00%100%010.04.04ENCOFRADO Y DESENCOFRADO DE MACETEROSm20.000.00.0m20.000.00.0m246.00$66.29$3,049.34$3,049.34100%0.00%100%010.04.05CURADO DE CONCRETOm20.000.00.0m20.000.00.0m246.00$0.66$30.36$30.36100%0.00%100%010.04.06COLOCACION DE PLANTONESund0.000.00.0und0.000.00.0und46.00$29.63$1,362.98$1,362.98100%0.00%100%010.05PAPELERAS010.05.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm23.52$0.35$1.23m23.52$0.33$1.16m27.00$0.35$2.45$1.2299%0.00%99%010.05.02EXCAVACION MANUALm30.70$15.27$10.69m30.70$18.09$12.66m31.00$20.69$20.69$10.0094%0.00%94%010.05.03NIVELACION Y COMPACTADO MANUALm23.52$1.11$3.91m23.52$1.25$4.40m27.00$1.31$9.17$5.26135%0.00%135%010.05.04CONCRETO f'c = 175 Kg/cm2m30.70$344.99$241.49m30.70$375.53$262.87m31.00$385.87$385.87$144.3860%0.00%60%010.05.05SUMINISTRO E NSTALACION DE BASUREROund22.00$439.12$9,660.64und22.00$443.70$9,761.40und42.00$445.74$18,721.08$9,060.4494%0.00%94%010.05.06CURADO DE CONCRETOm23.52$0.50$1.76m23.52$0.58$2.04m27.00$0.66$4.62$2.86163%0.00%163%010.06CERCO PERIMETRICO010.06.01CIMIENTO CORRIDO010.06.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm20.000.00.0m20.000.00.0m2284.92$0.35$99.72$99.72100%0.00%100%010.06.01.02EXCAVACIONm30.000.00.0m30.000.00.0m3142.46$20.69$2,947.50$2,947.50100%0.00%100%010.06.01.03NIVELACION Y COMPACTADO MANUALm20.000.00.0m20.000.00.0m2284.92$1.31$373.25$373.25100%0.00%100%010.06.01.04ACERO DE REFUERZO G-60kg0.000.00.0kg0.00.0kg1,996.64$4.49$8,964.91$8,964.91100%0.00%100%010.06.01.05CONCRETO F'c = 140 Kg/cm2 + 70% P.G.m30.000.00.0m30.000.00.0m3142.46$159.20$22,679.63$22,679.63100%0.00%100%010.06.01.06CURADO DE CONCRETOm20.000.00.0m20.000.00.0m2284.92$0.66$188.05$188.05100%0.00%100%010.06.02SOBRECIMIENTO010.06.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm20.000.00.0m20.000.00.0m2178.08$0.35$62.33$62.33100%0.00%100%010.06.02.02ENCOFRADO Y DESENCOFRADOm20.000.00.0m20.000.00.0m2873.07$37.06$32,355.97$32,355.97100%0.00%100%010.06.02.03ACERO DE REFUERZO G-60kg0.000.00.0kg0.000.00.0kg398.89$4.49$1,791.02$1,791.02100%0.00%100%010.06.02.04CONCRETO f'c = 175 Kg/cm2m30.000.00.0m30.000.00.0m3106.85$385.87$41,230.21$41,230.21100%0.00%100%010.06.02.05CURADO DE CONCRETOm20.000.00.0m20.000.00.0m21,069.45$0.66$705.84$705.84100%0.00%100%010.06.03ELEMENTOS PREFABRICADOS010.06.03.01ENCOFRADO Y DESENCOFRADOm20.000.00.0m20.000.00.0m23,402.34$37.06$126,090.72$126,090.72100%0.00%100%010.06.03.02ACERO DE REFUERZO G-60kg0.000.00.0kg0.000.00.0kg12,782.00$4.49$57,391.18$57,391.18100%0.00%100%010.06.03.03CONCRETO f'c = 210 Kg/cm2m30.000.00.0m30.000.00.0m3185.92$389.07$72,335.89$72,335.89100%0.00%100%010.06.03.04CURADO DE CONCRETOm20.000.00.0m20.000.00.0m25,726.34$0.66$3,779.38$3,779.38100%0.00%100%010.06.03.05COLOCACION E INSTALACION DE ELEMENTOS PREFABRICADOSund0.000.00.0und0.000.00.0und2,324.00$39.43$91,635.32$91,635.32100%0.00%100%0PINTADO EN EXTERIORES A 2 MANOSm2m2m26,501.87$9.60$62,417.95$62,417.95100%0.00%100%010.07ILUMINACION010.07.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONM20.000.00.0M20.000.00.0M22,310.00$0.35$808.50$808.50100%0.00%100%010.07.02IZAJE DE POSTES DE FIERRO FUNDIDO DE 6m. SEGUN DISEOund0.000.00.0und0.000.00.0und51.00$3,217.29$164,081.79$164,081.79100%0.00%100%010.07.03IZAJE DE POSTES DE CAC DE 11m. SEGUN DISEOund0.000.00.0und0.000.00.0und25.00$3,299.99$82,499.75$82,499.75100%0.00%100%010.07.04EXCAVACION MANUALM30.000.00.0M30.000.00.0M3554.40$20.69$11,470.54$11,470.54100%0.00%100%010.07.05LECHO DE ARENA FINAm0.000.00.0m0.000.00.0m2,310.00$12.06$27,858.60$27,858.60100%0.00%100%010.07.06TENDIDO DE CONDUCTO SUBTERRANEO P/CABLE NYY DUPLEX 2X16 mm2M0.000.00.0M0.000.00.0M2,310.00$31.01$71,633.10$71,633.10100%0.00%100%010.07.07COLOCACION DE CINTA SEALIZADORAm0.000.00.0m0.000.00.0m2,310.00$2.75$6,352.50$6,352.50100%0.00%100%010.07.08COLOCACION DE LADRILLOS DE PROTECCION MECANICA DE RED SUBTERRANEA M.T.m0.000.00.0m0.000.00.0m2,310.00$7.72$17,833.20$17,833.20100%0.00%100%010.07.09EMPALME DE RED AEREA CON RED SUBTERRANEAund0.000.00.0und0.000.00.0und2.00$115.67$231.34$231.34100%0.00%100%010.07.10MONTAJE DE LUMINARIAS DE 70W TIPO FAROLAund0.000.00.0und0.000.00.0und102.00$2,546.32$259,724.64$259,724.64100%0.00%100%010.07.11MONTAJE DE LUMINARIAS DE 150W TIPO PASTORALund0.000.00.0und0.000.00.0und50.00$3,151.82$157,591.00$157,591.00100%0.00%100%010.08CONEXIONES A LA RED ELECTRICA DE ELECTRO SUR ESTEund0.000.00.0und0.000.00.0und2.00$1,475.82$2,951.64$2,951.64100%0.00%100%010.08.01CORTE DE SERVICIO Y REPOSICION EN MEDIO URBANOund0.000.00.0und0.000.00.0und2.00$310.42$620.84$620.84100%0.00%100%0DESMONTAJE DE LUMINARIAS Y POSTESund0.000.00.0und0.000.00.0und45.00$134.28$6,042.60$6,042.60100%0.00%100%0PRUEBAS ELECTRICASund0.000.00.0und0.000.00.0und1.00$528.85$528.85$528.85100%0.00%100%0INGENIERIA DE DETALLE PARA INST. ELECTRICASund0.000.00.0und0.000.00.0und1.00$1,609.66$1,609.66$1,609.66100%0.00%100%011CONTROL DE CALIDAD011.01ROTURA DE BRIQUETASund91.00$27.25$2,479.75und91.00$27.62$2,513.42und109.00$28.04$3,056.36$576.6123%0.00%23%011.02PRUEBAS DE COMPACTACION EN CAMPOund102.00$30.00$3,060.00und102.00$30.00$3,060.00und27.00$30.00$810.000.00%$(2,250.00)-74%-74%011.03PRUEBAS DE SOLDADURAund25.00$45.00$1,125.00und25.00$45.00$1,125.00und2.00$45.00$90.000.00%$(1,035.00)-92%-92%0PRUEBAS HIDRAULICA A ZANJA TAPADA (desague)und1463.00$0.43$629.09und1463.00$0.49$716.87und0.000.00.00.00%$(629.09)-100%-100%oye11.04DISEO DE MEZCLASund0.000.00.0und0.000.00.0und3.00$500.43$1,501.29$1,501.29100%0.00%100%011.05ESTUDIO DE CANTERASund0.000.00.0und0.000.00.0und2.00$1,000.00$2,000.00$2,000.00100%0.00%100%012MITIGACION DE IMPACTOS012.01TRATAMIENTO DE AREAS VERDES012.01.01ACONDICIONAMIENTO DE AREAS VERDESm25522.61$13.21$72,953.68m25522.61$13.79$76,156.79m24,822.50$14.37$69,299.330.00%$(3,654.35)-5%-5%012.02LIMPIEZA DE OBRA012.02.01LIMPIEZA FINAL DE OBRAm227577.05$0.40$11,030.82m227577.05$0.42$11,582.36m222,113.180.43$9,508.670.00%$(1,522.15)-14%-14%0COSTO DIRECTO$3,811,155.09$3,944,317.61$4,937,935.86$1,126,780.7629.57%GASTOS GENERALES15.00%571673.286.86%$270,620.969.64%$475,908.24$(95,765.04)-16.75%SUPERVISION2.00%76223.11.91%$75,263.312.28%$112,389.59$36,166.4947.45%EXPEDIENTE TECNICO1.00%38111.550.00%0.01.69%$83,474.97$45,363.42119.03%LIQUIDACION0.00%0.00.00%0.00.76%$37,616.90$37,616.90100.00%IMPREVISTOS2.00%76223.10.00%0.00.00%0.0$(76,223.10)-100.00%TOTAL PRESUPUESTO$4,573,386.12$4,290,201.88$5,647,325.56$1,073,939.4323.48%Resumen por ComponentesCOMPONENTESUNDCANT.P.U.PARCIALUNDCANT.P.U.PARCIALUNDCANT.P.U.PARCIALMONTO%INCREMENTO%DISMINUCION%Expediente tecnicoGBL1.00$38,112.12$38,112.12GBL1.000.00.0GBL1.00$83,474.97$83,474.97$45,362.85119%0.00%119%Infraestructura vehicularGBL1.00$2,198,013.00$2,198,013.00GBL1.00$2,483,512.06$2,483,512.06GBL1.00$3,085,318.00$3,085,318.00$887,305.0040%0.00%40%Infraestructura peatonalGBL1.00$465,232.00$465,232.00GBL1.00$347,858.04$347,858.04GBL1.00$1,065,283.26$1,065,283.26$600,051.26129%0.00%129%Infraestructura de proteccion en zonas de laderaGBL1.00$373,612.00$373,612.00GBL1.00$384,011.71$384,011.71GBL1.00$248,448.70$248,448.700.00%$(125,163.30)-34%-34%Sistema de evacuacion de aguas pluvialesGBL1.00$453,503.00$453,503.00GBL1.00$641,196.64$641,196.64GBL1.00$460,077.91$460,077.91$6,574.911%0.00%1%Mitigacion de impactosGBL1.00$320,794.00$320,794.00GBL1.00$87,739.15$87,739.15GBL1.00$78,807.99$78,807.990.00%$(241,986.01)-75%-75%SupervisionGBL1.00$76,225.00$76,225.00GBL1.00$75,263.31$75,263.31GBL1.00$112,389.59$112,389.59$36,164.5947%0.00%47%Gastos GeneralesGBL1.00$647,895.00$647,895.00GBL1.00$270,620.96$270,620.96GBL1.00$513,525.14$513,525.140.00%$(134,369.86)-21%-21%TOTAL PRESUPUESTO$4,573,386.12$4,290,201.88$5,647,325.56$1,073,939.4423.48%.TOTAL PRESUPUESTOInfraestructura vehicular15735.62Infraestructura peatonal$5,753.23Infraestructura de proteccion en zonas de ladera$5,753.23Sistema de evacuacion de aguas pluviales$138.65Mitigacion de impactos$5,522.61

partidas nuevasANEXO N 02OBRA:"Mejoramiento de la Transitabilidad Vehicular y Peatonal de las Avs. Mariano Santos, Machupicchu, y Mariscal Agustin Gamarra, Distrito Santiago, Provincia Cusco".UBICACIN:Avs. Mariano Santos, Machupicchu, y Mariscal Agustin Gamarra. Distrito Santiago, Provincia y Departamento Cusco - Peru.PRESUPUESTO ADICIONALES POR PARTIDAS NUEVAS:PARTIDADESCRIPCIONUNDUNDCANT.P.UPARCIAL02.03TRANSPORTE DE MATERIALES A OBRAGLBGLB1.00$3,000.00$3,000.0003.08RECONEXIONES DOMICILIARIAS DE AGUA Y DESAGUEGLBGLB1.00$10,128.71$10,128.7103.13SUMINISTRO E INSTALACION DE GEOMALLA BIAXIALm2m214,077.49$8.91$125,430.4404.01.01.06MEJORAMIENTO SUELO - CEMENTO AL 3%m3m32,146.66$25.09$53,859.7005.02.09SUMINISTRO Y COLOCACION DE ADOQUINES DE C DE 40 CM * 40CMmm3,019.00$87.63$264,554.9710.04MACETEROS10.04.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2m246.00$0.35$16.1010.04.02EXCAVACION MANUALm3m39.20$20.69$190.3510.04.03CONCRETO f'c = 175 Kg/cm2m3m33.00$385.87$1,157.6110.04.04ENCOFRADO Y DESENCOFRADO DE MACETEROSm2m246.00$66.29$3,049.3410.04.05CURADO DE CONCRETOm2m246.00$0.66$30.3610.04.06COLOCACION DE PLANTONESundund46.00$29.63$1,362.9810.06CERCO PERIMETRICO10.06.01CIMIENTO CORRIDO10.06.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2m2284.92$0.35$99.7210.06.01.02EXCAVACIONm3m3142.46$20.69$2,947.5010.06.01.03NIVELACION Y COMPACTADO MANUALm2m2284.92$1.31$373.2510.06.01.04ACERO DE REFUERZO G-60kgkg1,996.64$4.49$8,964.9110.06.01.05CONCRETO F'c = 140 Kg/cm2 + 70% P.G.m3m3142.46$159.20$22,679.6310.06.01.06CURADO DE CONCRETOm2m2284.92$0.66$188.0510.06.02SOBRECIMIENTO10.06.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2m2178.08$0.35$62.3310.06.02.02ENCOFRADO Y DESENCOFRADOm2m2873.07$37.06$32,355.9710.06.02.03ACERO DE REFUERZO G-60kgkg398.89$4.49$1,791.0210.06.02.04CONCRETO f'c = 175 Kg/cm2m3m3106.85$385.87$41,230.2110.06.02.05CURADO DE CONCRETOm2m21,069.45$0.66$705.8410.06.03ELEMENTOS PREFABRICADOS10.06.03.01ENCOFRADO Y DESENCOFRADOm2m23,402.34$37.06$126,090.7210.06.03.02ACERO DE REFUERZO G-60kgkg12,782.00$4.49$57,391.1810.06.03.03CONCRETO f'c = 210 Kg/cm2m3m3185.92$389.07$72,335.8910.06.03.04CURADO DE CONCRETOm2m25,726.34$0.66$3,779.3810.06.03.05COLOCACION E INSTALACION DE ELEMENTOS PREFABRICADOSundund2,324.00$39.43$91,635.32PINTADO EN EXTERIORES A 2 MANOSm2m26,501.87$9.60$62,417.9510.07ILUMINACION10.07.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONM2M22,310.00$0.35$808.5010.07.02IZAJE DE POSTES DE FIERRO FUNDIDO DE 6m. SEGUN DISEOundund51.00$3,217.29$164,081.7910.07.03IZAJE DE POSTES DE CAC DE 11m. SEGUN DISEOundund25.00$3,299.99$82,499.7510.07.04EXCAVACION MANUALM3M3554.40$20.69$11,470.5410.07.05LECHO DE ARENA FINAmm2,310.00$12.06$27,858.6010.07.06TENDIDO DE CONDUCTO SUBTERRANEO P/CABLE NYY DUPLEX 2X16 mm2MM2,310.00$31.01$71,633.1010.07.07COLOCACION DE CINTA SEALIZADORAmm2,310.00$2.75$6,352.5010.07.08COLOCACION DE LADRILLOS DE PROTECCION MECANICA DE RED SUBTERRANEA M.T.mm2,310.00$7.72$17,833.2010.07.09EMPALME DE RED AEREA CON RED SUBTERRANEAundund2.00$115.67$231.3410.07.10MONTAJE DE LUMINARIAS DE 70W TIPO FAROLAundund102.00$2,546.32$259,724.6410.07.11MONTAJE DE LUMINARIAS DE 150W TIPO PASTORALundund50.00$3,151.82$157,591.0010.07.12CONEXIONES A LA RED ELECTRICA DE ELECTRO SUR ESTEundund2.00$1,475.82$2,951.6410.07.13CORTE DE SERVICIO Y REPOSICION EN MEDIO URBANOundund2.00$310.42$620.8410.07.14DESMONTAJE DE LUMINARIAS Y POSTESundund45.00$134.28$6,042.6010.07.15PRUEBAS ELECTRICASundund1.00$528.85$528.8510.07.16INGENIERIA DE DETALLE PARA INST. ELECTRICASundund1.00$1,609.66$1,609.6611.04DISEO DE MEZCLASundund3.00$500.43$1,501.2911.05ESTUDIO DE CANTERASundund2.00$1,000.00$2,000.00COSTO DIRECTO$1,803,169.26

mayores metradosANEXO N 03OBRA:"Mejoramiento de la Transitabilidad Vehicular y Peatonal de las Avs. Mariano Santos, Machupicchu, y Mariscal Agustin Gamarra, Distrito Santiago, Provincia Cusco".UBICACIN:Avs. Mariano Santos, Machupicchu, y Mariscal Agustin Gamarra. Distrito Santiago, Provincia y Departamento Cusco - Peru.PRESUPUESTO ADICIONALES POR MAYORES METRADOS:PARTIDADESCRIPCIONEXPEDIENTE TECNICO APROBADOEXPEDIENTE TECNICO MODIFICADOINCREMENTO EN EL EXPEDIENTE TECNICO MODIFICADO CON RESPECTO AL APROBADOUNDCANT.P.UPARCIALUNDCANT.P.UPARCIALCANTIDADP.UPARCIAL%1.01CARTEL DE OBRAund1.00$1,760.19$1,760.19und3.00$1,770.41$5,311.232.00$1,760.19$3,520.38200%03.05CORTE DE TERRENO A NIVEL DE SUB RASANTEm33005.12$5.35$16,077.39m33,986.12$5.40$21,525.05981.00$5.35$5,248.3533%05.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2551.63$0.33$182.04m2557.87$0.35$195.256.24$0.33$2.061%05.01.03EXCAVACIONm382.74$17.84$1,476.08m3111.57$20.65$2,303.9228.83$17.84$514.3335%05.01.04ENCOFRADO Y DESENCOFRADO DE SARDINELESm23309.78$18.98$62,819.62m24,462.94$19.85$88,589.361153.16$18.98$21,886.9835%05.01.05CONCRETO f'c = 210 Kg/cm2m3248.23$380.43$94,434.14m3390.51$389.07$151,935.73142.28$380.43$54,127.5857%05.01.07SELLADO DE JUNTAS EN SARDINELES, e=3/4", h=0.15 m.m552.15$8.00$4,417.20m681.84$8.26$5,632.00129.69$8.00$1,037.5223%06.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm213.96$0.33$4.61m2124.49$0.35$43.57110.53$0.33$36.47792%06.03NIVELACION Y COMPACTADO MANUALm213.96$1.25$17.45m2124.49$1.31$163.08110.53$1.25$138.16792%06.04EMPEDRADO DE 6"m213.96$18.13$253.09m2124.49$19.09$2,376.51110.53$18.13$2,003.91792%06.05ENCOFRADO Y DESENCOFRADO DE COSTADOS (escalinata)m22.92$14.30$41.76m246.10$14.64$674.9043.18$14.30$617.471479%06.06ENCOFRADO Y DESENCOFRADO DE CONTRAPASOSm26.39$9.18$58.66m251.24$9.62$492.9344.85$9.18$411.72702%06.07CONCRETO f'c = 175 Kg/cm2m31.74$375.53$653.42m36.32$385.87$2,438.704.58$375.53$1,719.93263%06.08CURADO DE CONCRETOm213.96$0.58$8.10m279.05$0.66$52.1765.09$0.58$37.75466%07.01.03EXCAVACION MANUALm3204.92$18.09$3,707.00m3808.50$20.69$16,727.87603.58$18.09$10,918.76295%07.01.05ENCOFRADO Y DESENCOFRADOm22049.70$19.82$40,625.05m23,048.00$20.76$63,276.48998.30$19.82$19,786.3149%07.01.09SELLADO DE JUNTAS, e=3/4"m1138.10$2.88$3,277.73m1,155.70$3.12$3,605.7817.60$2.88$50.692%07.01.10REJILLA SUMIDERO PARA CUNETA 1" x 1/4"m248.80$452.68$22,090.78m298.59$452.84$44,645.5049.79$452.68$22,538.94102%07.03.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm240.62$0.33$13.40m297.95$0.35$34.2857.33$0.33$18.92141%07.03.02EXCAVACION MANUALm342.66$18.09$771.72m397.95$20.69$2,026.5955.29$18.09$1,000.20130%07.03.03NIVELACION Y COMPACTADO MANUALm240.62$1.25$50.78m297.95$1.31$128.3157.33$1.25$71.66141%07.03.04ENCOFRADO Y DESENCOFRADOm286.33$19.82$1,711.06m2195.90$20.76$4,066.88109.57$19.82$2,171.68127%07.03.05CONCRETO f'c = 210 Kg/cm2m323.60$380.43$8,978.15m339.67$389.07$15,434.4116.07$380.43$6,113.5168%07.03.06ACERO DE REFUERZO G-60kg786.56$4.41$3,468.73kg1,514.30$4.49$6,799.21727.74$4.41$3,209.3393%07.03.08REJILLA SUMIDERO CON RIELESm226.22$664.23$17,416.11m297.95$664.57$65,094.6371.73$664.23$47,645.22274%07.03.09TARRAJEO CON IMPERMEABILIZANTE, MEZCLA 1:5 e=1.5 cm.m2126.95$17.11$2,172.11m2264.47$17.63$4,662.61137.52$17.11$2,352.97108%07.03.10CURADO DE CONCRETOm2126.95$0.58$73.63m2264.47$0.66$174.55137.52$0.58$79.76108%08.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2138.65$0.33$45.75m2170.00$0.35$59.5031.35$0.33$10.3523%08.02EXCAVACION PARA MUROSm3106.98$17.84$1,908.52m3144.50$20.65$2,983.9337.52$17.84$669.3635%08.03SOLADO DE 2" MEZCLA 1:12m2138.65$13.42$1,860.68m2204.00$13.92$2,839.6865.35$13.42$877.0047%08.05MAMPOSTERIA DE PIEDRA 70% P.G. + C 1:6m3106.98$146.81$15,705.73m3144.50$150.48$21,744.3637.52$146.81$5,508.3135%08.06EMBOQUILLADO DE MURO (AREA VISIBLE), C:A, 1:5, E=0.02m.m2115.70$22.42$2,593.99m2289.00$23.43$6,771.27173.30$22.42$3,885.39150%08.08CURADO DE CONCRETOm2427.90$0.58$248.18m21,052.54$0.66$694.68624.64$0.58$362.29146%10.01.01PINTADO DE SARDINELES AL BORDE DE VIAm3677.53$3.29$12,099.07m3,719.12$3.32$12,347.4841.59$3.29$136.831%10.01.03SUMINISTRO Y COLOCADO DE SEALES DE PISO (ojo de gato)und438.00$10.37$4,542.06und876.00$10.58$9,268.08438.00$10.37$4,542.06100%10.03.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm28.96$0.33$2.96m225.60$0.35$8.9616.64$0.33$5.49186%10.03.02EXCAVACION MANUALm30.90$18.09$16.28m31.28$20.69$26.480.38$18.09$6.8742%10.03.03NIVELACION Y COMPACTADO MANUALm22.24$1.25$2.80m23.20$1.31$4.190.96$1.25$1.2043%10.03.04CONCRETO f'c = 175 Kg/cm2m30.90$375.53$337.98m31.28$385.87$493.910.38$375.53$142.7042%10.03.05ESTRUCTURA DE BANCA DE MADERA CON BASE METALICAund14.00$607.08$8,499.12und40.00$1,212.42$48,496.8026.00$607.08$15,784.08186%10.03.06PINTURA ESMALTE EN ESTRUCTURA METALICAm22.40$18.62$417.09m64.00$18.75$1,200.0041.60$18.62$774.59186%10.03.07CURADO DE CONCRETOm22.24$0.58$1.30m216.00$0.66$10.5613.76$0.58$7.98614%10.05.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm23.52$0.33$1.16m27.00$0.35$2.453.48$0.33$1.1599%10.05.02EXCAVACION MANUALm30.70$18.09$12.66m31.00$20.69$20.690.30$18.09$5.4343%10.05.03NIVELACION Y COMPACTADO MANUALm23.52$1.25$4.40m27.00$1.31$9.173.48$1.25$4.3599%10.05.04CONCRETO f'c = 175 Kg/cm2m30.70$375.53$262.87m31.00$385.87$385.870.30$375.53$112.6643%10.05.05SUMINISTRO E NSTALACION DE BASUREROund22.00$443.70$9,761.40und42.00$445.74$18,721.0820.00$443.70$8,874.0091%10.05.06CURADO DE CONCRETOm23.52$0.58$2.04m27.00$0.66$4.623.48$0.58$2.0299%11.01ROTURA DE BRIQUETASund91.00$27.62$2,513.42und109.00$28.04$3,056.3618.00$27.62$497.1620%COSTO DIRECTO$249,471.826%

deductivosANEXO N 04OBRA:"Mejoramiento de la Transitabilidad Vehicular y Peatonal de las Avs. Mariano Santos, Machupicchu, y Mariscal Agustin Gamarra, Distrito Santiago, Provincia Cusco".UBICACIN:Avs. Mariano Santos, Machupicchu, y Mariscal Agustin Gamarra. Distrito Santiago, Provincia y Departamento Cusco - Peru.PRESUPUESTO DE DEDUCTIVOS:PARTIDADESCRIPCIONEXPEDIENTE TECNICO APROBADOEXPEDIENTE TECNICO MODIFICADODEDUCTIVOS EN EL EXPEDIENTE TECNICO MODIFICADO CON RESPECTO AL APROBADOUNDCANT.P.UPARCIALUNDCANT.P.UPARCIALCANTIDADP.UPARCIAL%02.02TRAZO, NIVELES Y REPLANTEOm227577.05$0.64$17,649.31m222,113.18$0.66$14,594.70-5463.87$0.64$(3,496.88)-20%03.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm227577.05$0.33$9,100.43m222,113.18$0.35$7,739.61-5463.87$0.33$(1,803.08)-20%03.02DEMOLICION DE PAVIMENTO EXISTENTEm33005.12$15.14$45,497.52m31,741.66$15.43$26,873.81-1263.46$15.14$(19,128.78)-42%03.06NIVELACION DE BUZONES EN GENERALund19.00$400.16$7,603.04und0.00.0-19.00$400.16$(7,603.04)-100%03.07RECONEXIONES DOMICILIARIAS DE AGUAGLB1.00$10,118.49$10,118.49GLB0.00.0-1.00$10,118.49$(10,118.49)-100%03.08RECONEXIONES DOMICILIARIAS DE DESAGUEGLB1.00$10,118.49$10,118.49GLB0.00.0-1.00$10,118.49$(10,118.49)-100%03.11PERFILADO Y COMPACTADO DE SUB RASANTE EN ZONAS DE CORTEm215025.62$3.98$59,801.97m214,077.49$4.00$56,309.96-948.13$3.98$(3,773.56)-6%03.12RIEGOm215025.62$0.38$5,709.74m214,077.49$0.38$5,349.45-948.13$0.38$(360.29)-6%04.01.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm215735.62$0.33$5,192.75m210,733.28$0.35$3,756.65-5002.34$0.33$(1,650.77)-32%04.01.01.02EXTRACCION Y PREPARACION DE MATERIAL DE SUB-BASEm34091.26$9.90$40,503.47m32,855.05$9.95$28,407.75-1236.21$9.90$(12,238.48)-30%04.01.01.03CARGUIO Y TRANSPORTE DE MATERIAL DE SUB BASE (Dmax=10km)m34091.26$21.04$86,080.11m32,855.05$21.08$60,184.45-1236.21$21.04$(26,009.86)-30%04.01.01.04EXTENDIDO Y COMPACTACION DE SUB-BASEm215735.62$2.80$44,059.74m210,733.28$2.84$30,482.52-5002.34$2.80$(14,006.55)-32%04.01.01.05RIEGOm215735.62$0.38$5,979.54m210,733.28$0.38$4,078.65-5002.34$0.38$(1,900.89)-32%04.01.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm215735.62$0.33$5,192.75m210,733.28$0.35$3,756.65-5002.34$0.33$(1,650.77)-32%04.01.02.02ENCOFRADO Y DESENCOFRADO EN LOSA DE PAVIMENTOm22086.60$37.41$78,059.71m21,841.84$37.99$69,971.50-244.76$37.41$(9,156.47)-12%04.01.02.03CONCRETO f'c = 245 Kg/cm2m33147.12$459.66$1,446,605.18m32,468.65$459.67$1,134,764.35-678.47$459.66$(311,865.52)-22%04.01.02.04ACERO DE TEMPERATURA DE 1/4"kg19471.78$4.12$80,223.73kg12,783.16$4.18$53,433.61-6688.62$4.12$(27,557.11)-34%04.01.02.05ACERO CORRUGADO G-60 DE 1/2" EN JUNTA LONGITUDINALkg1433.92$4.38$6,280.57kg656.17$4.45$2,919.96-777.75$4.38$(3,406.55)-54%04.01.02.06ACERO DE 3/4" EN JUNTA DE CONTRACCIONkg15629.80$4.38$68,458.52kg10,228.25$4.45$45,515.71-5401.55$4.38$(23,658.79)-35%04.01.02.07ACERO LISO DE 1" EN JUNTA DE DILATACIONkg2036.48$4.49$9,143.80kg1,266.59$4.56$5,775.65-769.89$4.49$(3,456.81)-38%04.01.02.08CURADO DE LOSA DE CONCRETOm215735.62$0.64$10,070.80m210,733.28$0.72$7,727.96-5002.34$0.64$(3,201.50)-32%04.01.02.09SELLADO DE JUNTAS DE CONTRAC. Y LONG,m8798.23$2.51$22,083.56m8,008.00$2.65$21,221.20-790.23$2.51$(1,983.48)-9%04.01.02.10SELLADO DE JUNTAS DILATACION, e=3/4", h=0.05 m.m256.29$6.21$1,591.56m108.20$6.45$697.89-148.09$6.21$(919.64)-58%05.01.02DEMOLICION DE SARDINELESm3247.16$34.88$8,620.94m3103.28$39.32$4,060.97-143.88$34.88$(5,018.53)-58%05.01.06CURADO DE SARDINELESm3677.53$0.55$2,022.64m3,533.16$0.63$2,225.89-144.37$0.55$(79.40)-4%05.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm25753.23$0.33$1,898.57m23,019.00$0.35$1,056.65-2734.23$0.33$(902.30)-48%05.02.02DEMOLICION DE VEREDASm3818.87$34.88$28,562.19m3307.16$39.32$12,077.53-511.71$34.88$(17,848.44)-62%05.02.03NIVELACION Y COMPACTADO MANUALm25753.23$1.25$7,191.54m23,019.00$1.31$3,954.89-2734.23$1.25$(3,417.79)-48%05.02.04ENCOFRADO Y DESENCOFRADO DE VEREDASm2383.55$18.28$7,011.29m2166.40$19.09$3,176.58-217.15$18.28$(3,969.50)-57%05.02.05EMPEDRADO DE 6"m25753.23$18.13$104,306.06m23,019.00$19.09$57,632.71-2734.23$18.13$(49,571.59)-48%05.02.06CONCRETO f'c = 175 Kg/cm2m3431.49$375.53$162,037.44m3281.98$385.87$108,807.62-149.51$375.53$(56,145.49)-35%05.02.07CURADO DE CONCRETOm25753.23$0.58$3,336.87m23,019.00$0.66$1,992.54-2734.23$0.58$(1,585.85)-48%05.02.08SELLADO DE JUNTAS, e=3/4", h=0.05 m.m1917.74$2.88$5,523.09m832.00$3.12$2,595.84-1085.74$2.88$(3,126.93)-57%06.02DEMOLICION DE ESCALINATASm33.18$27.03$85.96m30.0-3.18$27.03$(85.96)-100%07.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm21366.13$0.33$450.82m2770.00$0.35$269.50-596.13$0.33$(196.72)-44%07.01.02DEMOLICION DE CUNETASm3264.47$27.03$7,148.62m3130.90$31.25$4,090.63-133.57$27.03$(3,610.40)-51%07.01.04NIVELACION Y COMPACTADO MANUALm21366.13$1.25$1,707.66m2770.00$1.31$1,008.70-596.13$1.25$(745.16)-44%07.01.06CONCRETO f'c = 210 Kg/cm2m3345.80$380.43$131,552.69m3270.42$389.07$105,212.31-75.38$380.43$(28,676.81)-22%07.01.07ACERO DE REFUERZO G-60kg16148.78$4.41$71,216.12kg11,901.12$4.49$53,436.03-4247.66$4.41$(18,732.18)-26%07.01.08CURADO DE CONCRETOm22903.53$0.58$1,684.05m22,133.60$0.66$1,408.18-769.93$0.58$(446.56)-27%07.02.01ENCOFRADO Y DESENCOFRADOm21300.13$19.82$25,768.58m2762.00$20.76$15,819.12-538.13$19.82$(10,665.74)-41%07.02.02CONCRETO f'c = 210 Kg/cm2m3130.01$380.43$49,459.70m377.43$389.07$30,125.69-52.58$380.43$(20,003.01)-40%07.02.03ACERO DE REFUERZO G-60kg7177.24$4.41$31,651.63kg4,365.07$4.49$19,599.16-2812.17$4.41$(12,401.67)-39%07.02.04CURADO DE CONCRETOm21300.13$0.58$754.08m2762.00$0.66$502.92-538.13$0.58$(312.12)-41%07.03.07REJILLA SUMIDERO PLAT. 2 1/2" x 1/2" (con marco y rieles)m214.40$754.37$10,862.93m20.00.0-14.40$754.37$(10,862.93)-100%07.05.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm21004.16$0.33$331.37m20.00.0-1004.16$0.33$(331.37)-100%07.05.01.02EXCAVACION MANUALm31204.99$18.09$21,798.27m30.00.0-1204.99$18.09$(21,798.27)-100%07.05.01.03REFINE Y NIVELACION DE ZANJAS TN P/TUB.m21004.16$2.33$2,339.69m20.00.0-1004.16$2.33$(2,339.69)-100%07.05.01.04CAMA DE APOYOm3100.42$45.40$4,559.07m30.00.0-100.42$45.40$(4,559.07)-100%07.05.01.05RELLENO COMPACTADO CON MATERIAL PROPIO (manual)m31054.37$22.46$23,681.15m30.00.0-1054.37$22.46$(23,681.15)-100%07.05.01.06SUMINISTRO E INSTALACION DE TUBERIA PVC SAP P/AGUA DE 4" C-10m776.00$6.75$5,238.00m0.00.0-776.00$6.75$(5,238.00)-100%07.05.01.07SUMINISTRO E INSTALACION DE TUBERIA PVC SAP P/AGUA DE 6" C-10m674.00$12.49$8,418.26m0.00.0-674.00$12.49$(8,418.26)-100%07.05.01.08SUMINISTRO E INSTALACION DE TUBERIA PVC SAP P/AGUA DE 8" C-10m210.00$16.38$3,439.80m0.00.0-210.00$16.38$(3,439.80)-100%07.05.01.09SUMINISTRO E INSTALACION DE VALVULAS Y ACCESORIOS PARA RED DE AGUA POTABLEund4.00$569.16$2,276.64und0.00.0-4.00$569.16$(2,276.64)-100%07.06.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2877.80$0.33$289.67m20.00.0-877.80$0.33$(289.67)-100%07.06.02EXCAVACION MANUALm31228.92$18.09$22,231.16m30.00.0-1228.92$18.09$(22,231.16)-100%07.06.03REFINE Y NIVELACION DE ZANJAS TN P/TUB.m2877.80$2.33$2,045.27m20.00.0-877.80$2.33$(2,045.27)-100%07.06.04CAMA DE APOYOm387.78$45.40$3,985.21m30.00.0-87.78$45.40$(3,985.21)-100%07.06.05RELLENO COMPACTADO CON MATERIAL PROPIO (manual)m3921.69$22.46$20,701.16m30.00.0-921.69$22.46$(20,701.16)-100%07.06.06SUMINISTRO E INSTALACION DE TUBERIA PVC P/DESAGUE DE 10"m1463.00$48.93$71,584.59m0.00.0-1463.00$48.93$(71,584.59)-100%07.07.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm214.14$0.33$4.67m20.00.0-14.14$0.33$(4.67)-100%07.07.02EXCAVACION MANUALm320.41$18.09$369.22m30.00.0-20.41$18.09$(369.22)-100%07.07.03NIVELACION Y COMPACTADO MANUALm214.14$1.25$17.68m20.00.0-14.14$1.25$(17.68)-100%07.07.04SOLADO DE 2" MEZCLA 1:12m214.14$13.42$189.76m20.00.0-14.14$13.42$(189.76)-100%07.07.05CONCRETO f'c = 210 Kg/cm2 (en losas macizas)m32.83$377.48$1,068.27m30.00.0-2.83$377.48$(1,068.27)-100%07.07.06CONCRETO f'c = 175 Kg/cm2 (en paredes y base)m37.13$372.00$2,652.36m30.00.0-7.13$372.00$(2,652.36)-100%07.07.07ENCOFRADO Y DESENCOFRADOm29.05$19.82$179.37m20.00.0-9.05$19.82$(179.37)-100%07.07.08ENCOFRADO Y DESENCOFRADO DE PAREDES DE BUZONm30.16$45.05$1,358.71m0.00.0-30.16$45.05$(1,358.71)-100%07.07.09ENCOFRADO Y DESENCOFRADO MEDIA CAAund8.00$35.12$280.96und0.00.0-8.00$35.12$(280.96)-100%07.07.10ACERO DE REFUERZO G-60kg205.63$4.41$906.83kg0.00.0-205.63$4.41$(906.83)-100%07.07.11TARRAJEO CON IMPERMEABILIZANTE, MEZCLA 1:5 e=1.5 cm.m251.27$17.11$877.23m20.00.0-51.27$17.11$(877.23)-100%07.07.12TAPA METALICA DE FF D=0.60 m.und8.00$235.64$1,885.12und0.00.0-8.00$235.64$(1,885.12)-100%07.07.13CURADO DE CONCRETOm263.15$0.58$36.63m20.00.0-63.15$0.58$(36.63)-100%08.04ENCOFRADO Y DESENCOFRADO DE MUROS DE SOSTENIMIENTOm2427.90$37.58$16,080.48m2289.00$38.79$11,210.31-138.90$37.58$(5,219.86)-32%08.07DRENES TRANSVERSALESm55.46$7.79$432.03m3.86$8.26$31.88-51.60$7.79$(401.96)-93%08.09DEMOLICION DE MURO EXISTENTEm378.00$32.26$2,516.28m30.00.0-78.00$32.26$(2,516.28)-100%08.10RELLENO COMPACTADO CON MATERIAL PROPIO (muro-manual)m360.42$71.37$4,312.18m30.00.0-60.42$71.37$(4,312.18)-100%09.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2245.60$0.33$81.05m2166.00$0.35$58.10-79.60$0.33$(26.27)-32%09.01.02EXCAVACION MANUALm329.47$18.09$533.11m319.92$20.69$412.14-9.55$18.09$(172.76)-32%09.01.03SUMINISTRO Y COLOCACION DE BARANDA METALICA DE PROTECCIONm614.00$183.30$112,546.20m415.00$184.44$76,542.60-199.00$183.30$(36,476.70)-32%09.01.04CONCRETO f'c = 175 Kg/cm2m329.47$375.53$11,066.87m319.92$385.87$7,686.53-9.55$375.53$(3,586.31)-32%09.01.05PINTADO DE BARANDAS METALICASm614.00$9.11$5,593.54m415.00$9.20$3,818.00-199.00$9.11$(1,812.89)-32%09.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2211.80$0.33$69.89m2114.00$0.35$39.90-97.80$0.33$(32.27)-46%09.02.02EXCAVACION MANUALm384.72$18.09$1,532.58m345.60$20.69$943.46-39.12$18.09$(707.68)-46%09.02.03SUMINISTRO Y COLOCACION DE REJA METALICA DE PROTECCION DE AREAS VERDESm1412.00$115.26$162,747.12m760.00$116.36$88,433.60-652.00$115.26$(75,149.52)-46%09.02.04CONCRETO f'c = 175 Kg/cm2m363.54$375.53$23,861.18m334.20$385.87$13,196.75-29.34$375.53$(11,018.05)-46%09.02.05PINTADO DE REJA METALICAm1412.00$14.36$20,276.32m760.00$14.45$10,982.00-652.00$14.36$(9,362.72)-46%10.01.02PINTADO DE LINEAS EN EL PAVIMENTOm2130.29$1.28$2,726.77m1,627.00$1.33$2,163.91-503.29$1.28$(644.21)-24%10.01.03SUMINISTRO Y COLOCADO DE SEALES DE PISO (ojo de gato)und438.00$10.37$4,542.06und876.00$10.58$9,268.080.00$10.370.00%10.01.04SEALES INFORMATIVASund32.00$286.17$9,157.44und13.00$289.78$3,767.14-19.00$286.17$(5,437.23)-59%10.01.05SEALES REGULADORASund15.00$286.17$4,292.55und7.00$289.78$2,028.46-8.00$286.17$(2,289.36)-53%10.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2194.40$0.33$64.15m2172.80$0.35$60.48-21.60$0.33$(7.13)-11%10.02.02EXCAVACION MANUALm338.88$18.09$703.34m334.56$20.69$715.05-4.32$18.09$(78.15)-11%10.02.03NIVELACION Y COMPACTADO MANUALm2194.40$1.25$243.00m2172.80$1.31$226.37-21.60$1.25$(27.00)-11%10.02.04CONCRETO f'c = 175 Kg/cm2m35.40$375.53$2,027.86m34.80$385.87$1,852.18-0.60$375.53$(225.32)-11%10.02.05ACERO DE REFUERZO G-60kg51.96$4.41$229.14kg51.36$4.49$230.61-0.60$4.41$(2.65)-1%10.02.06RELLENO COMPACTADO CON MATERIAL PROPIO (manual)m33.60$22.46$80.86m33.20$25.33$81.06-0.40$22.46$(8.98)-11%10.02.07ESTRUCTURA PREDISEADA DE PARADEROund9.00$4,495.01$40,455.09und8.00$4,524.41$36,195.28-1.00$4,495.01$(4,495.01)-11%10.02.08CURADO DE CONCRETOm220.00$0.58$11.60m216.00$0.66$10.56-4.00$0.58$(2.32)-20%TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm215.00$0.33$4.95m20.00.0-15.00$0.33$(4.95)-100%EXCAVACION MANUALm33.00$18.09$54.27m30.00.0-3.00$18.09$(54.27)-100%CONCRETO f'c = 175 Kg/cm2m31.80$375.53$675.95m30.00.0-1.80$375.53$(675.95)-100%SUMINISTRO E NSTALACION DE ALCORQUE EN FUNDICION DUCTILund15.00$453.70$6,805.50und0.00.0-15.00$453.70$(6,805.50)-100%CURADO DE CONCRETOm29.00$0.58$5.22m20.00.0-9.00$0.58$(5.22)-100%11.02PRUEBAS DE COMPACTACION EN CAMPOund102.00$30.00$3,060.00und27.00$30.00$810.00-75.00$30.00$(2,250.00)-74%11.03PRUEBAS DE SOLDADURAund25.00$45.00$1,125.00und2.00$45.00$90.00-23.00$45.00$(1,035.00)-92%PRUEBAS HIDRAULICA A ZANJA TAPADA (desague)und1463.00$0.49$716.87und0.000.00.0-1463.00$0.49$(716.87)-100%12.01.01ACONDICIONAMIENTO DE AREAS VERDESm25522.61$13.79$76,156.79m24,822.50$14.37$69,299.33-700.11$13.79$(9,654.52)-13%12.02.01LIMPIEZA FINAL DE OBRAm227577.05$0.42$11,582.36m222,113.180.43$9,508.67-5463.87$0.42$(2,294.83)-20%COSTO DIRECTO$(1,137,726.90)-27%

modificacion p.u.ANEXO N 05OBRA:"Mejoramiento de la Transitabilidad Vehicular y Peatonal de las Avs. Mariano Santos, Machupicchu, y Mariscal Agustin Gamarra, Distrito Santiago, Provincia Cusco".UBICACIN:Avs. Mariano Santos, Machupicchu, y Mariscal Agustin Gamarra. Distrito Santiago, Provincia y Departamento Cusco - Peru.PRESUPUESTO ADICIONALES POR CAMBIO COSTO HORAS HOMBRE:PARTIDADESCRIPCIONEXPEDIENTE TECNICO APROBADOEXPEDIENTE TECNICO MODIFICADOADICIONAL EN EL EXPEDIENTE TECNICO MODIFICADO CON RESPECTO AL APROBADOUNDCANT.P.UPARCIALUNDCANT.P.UPARCIALdeductivosP.UPARCIAL%01.01CARTEL DE OBRAund1.00$1,760.19$1,760.19und3.00$1,770.41$5,311.23$10.22$30.660.6%02.02TRAZO, NIVELES Y REPLANTEOm227577.05$0.64$17,649.31m222,113.18$0.66$14,594.70$0.02$551.543.1%02.02TRAZO, NIVELES Y REPLANTEO-5463.8703.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm227577.05$0.33$9,100.43m222,113.18$0.35$7,739.61$0.02$551.546.1%03.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION-5463.8703.02DEMOLICION DE PAVIMENTO EXISTENTEm33005.12$15.14$45,497.52m31,741.66$15.43$26,873.81$0.29$871.481.9%03.02DEMOLICION DE PAVIMENTO EXISTENTE-1263.4603.05CORTE DE TERRENO A NIVEL DE SUB RASANTEm33005.12$5.35$16,077.39m33,986.12$5.40$21,525.05$0.05$199.310.9%03.10ELIMINACION DE MATERIAL EXCEDENTEm39565.13$12.87$123,103.22m39,565.13$12.96$123,964.08$0.09$860.860.7%03.11PERFILADO Y COMPACTADO DE SUB RASANTE EN ZONAS DE CORTEm215025.62$3.98$59,801.97m214,077.49$4.00$56,309.96$0.02$300.510.5%03.11PERFILADO Y COMPACTADO DE SUB RASANTE EN ZONAS DE CORTE-948.1304.01.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm215735.62$0.33$5,192.75m210,733.28$0.35$3,756.65$0.02$314.716.1%04.01.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION-5002.3404.01.01.02EXTRACCION Y PREPARACION DE MATERIAL DE SUB-BASEm34091.26$9.90$40,503.47m32,855.05$9.95$28,407.75$0.05$204.560.5%04.01.01.02EXTRACCION Y PREPARACION DE MATERIAL DE SUB-BASE-1236.2104.01.01.03CARGUIO Y TRANSPORTE DE MATERIAL DE SUB BASE (Dmax=10km)m34091.26$21.04$86,080.11m32,855.05$21.08$60,184.45$0.04$163.650.2%04.01.01.03CARGUIO Y TRANSPORTE DE MATERIAL DE SUB BASE (Dmax=10km)-1236.2104.01.01.04EXTENDIDO Y COMPACTACION DE SUB-BASEm215735.62$2.80$44,059.74m210,733.28$2.84$30,482.52$0.04$629.421.4%04.01.01.04EXTENDIDO Y COMPACTACION DE SUB-BASE-5002.3404.01.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm215735.62$0.33$5,192.75m210,733.28$0.35$3,756.65$0.02$314.716.1%04.01.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION-5002.3404.01.02.02ENCOFRADO Y DESENCOFRADO EN LOSA DE PAVIMENTOm22086.60$37.41$78,059.71m21,841.84$37.99$69,971.50$0.58$1,210.231.6%04.01.02.02ENCOFRADO Y DESENCOFRADO EN LOSA DE PAVIMENTO-244.7604.01.02.03CONCRETO f'c = 245 Kg/cm2m33147.12$459.66$1,446,605.18m32,468.65$459.67$1,134,764.35$0.01$31.470.0%04.01.02.03CONCRETO f'c = 245 Kg/cm2-678.4704.01.02.04ACERO DE TEMPERATURA DE 1/4"kg19471.78$4.12$80,223.73kg12,783.16$4.18$53,433.61$0.06$1,168.311.5%04.01.02.04ACERO DE TEMPERATURA DE 1/4"-6688.6204.01.02.05ACERO CORRUGADO G-60 DE 1/2" EN JUNTA LONGITUDINALkg1433.92$4.38$6,280.57kg656.17$4.45$2,919.96$0.07$100.371.6%04.01.02.05ACERO CORRUGADO G-60 DE 1/2" EN JUNTA LONGITUDINAL-777.7504.01.02.06ACERO DE 3/4" EN JUNTA DE CONTRACCIONkg15629.80$4.38$68,458.52kg10,228.25$4.45$45,515.71$0.07$1,094.091.6%04.01.02.06ACERO DE 3/4" EN JUNTA DE CONTRACCION-5401.5504.01.02.07ACERO LISO DE 1" EN JUNTA DE DILATACIONkg2036.48$4.49$9,143.80kg1,266.59$4.56$5,775.65$0.07$142.551.6%04.01.02.07ACERO LISO DE 1" EN JUNTA DE DILATACION-769.8904.01.02.08CURADO DE LOSA DE CONCRETOm215735.62$0.64$10,070.80m210,733.28$0.72$7,727.96$0.08$1,258.8512.5%04.01.02.08CURADO DE LOSA DE CONCRETO-5002.3404.01.02.09SELLADO DE JUNTAS DE CONTRAC. Y LONG,m8798.23$2.51$22,083.56m8,008.00$2.65$21,221.20$0.14$1,231.755.6%04.01.02.09SELLADO DE JUNTAS DE CONTRAC. Y LONG,-790.2304.01.02.10SELLADO DE JUNTAS DILATACION, e=3/4", h=0.05 m.m256.29$6.21$1,591.56m108.20$6.45$697.89$0.24$61.513.9%04.01.02.10SELLADO DE JUNTAS DILATACION, e=3/4", h=0.05 m.-148.0905.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2551.63$0.33$182.04m2557.87$0.35$195.25$0.02$11.166.1%05.01.02DEMOLICION DE SARDINELESm3247.16$34.88$8,620.94m3103.28$39.32$4,060.97$4.44$1,097.3912.7%05.01.02DEMOLICION DE SARDINELES-143.8805.01.03EXCAVACIONm382.74$17.84$1,476.08m3111.57$20.65$2,303.92$2.81$313.5115.8%05.01.04ENCOFRADO Y DESENCOFRADO DE SARDINELESm23309.78$18.98$62,819.62m24,462.94$19.85$88,589.36$0.87$3,882.764.6%05.01.05CONCRETO f'c = 210 Kg/cm2m3248.23$380.43$94,434.14m3390.51$389.07$151,935.73$8.64$3,374.012.3%05.01.06CURADO DE SARDINELESm3677.53$0.55$2,022.64m3,533.16$0.63$2,225.89$0.08$294.2014.5%05.01.06CURADO DE SARDINELES-144.3705.01.07SELLADO DE JUNTAS EN SARDINELES, e=3/4", h=0.15 m.m552.15$8.00$4,417.20m681.84$8.26$5,632.00$0.26$177.283.3%05.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm25753.23$0.33$1,898.57m23,019.00$0.35$1,056.65$0.02$115.066.1%05.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION-2734.2305.02.02DEMOLICION DE VEREDASm3818.87$34.88$28,562.19m3307.16$39.32$12,077.53$4.44$3,635.7812.7%05.02.02DEMOLICION DE VEREDAS-511.7105.02.03NIVELACION Y COMPACTADO MANUALm25753.23$1.25$7,191.54m23,019.00$1.31$3,954.89$0.06$345.194.8%05.02.03NIVELACION Y COMPACTADO MANUAL-2734.2305.02.04ENCOFRADO Y DESENCOFRADO DE VEREDASm2383.55$18.28$7,011.29m2166.40$19.09$3,176.58$0.81$310.684.4%05.02.04ENCOFRADO Y DESENCOFRADO DE VEREDAS-217.1505.02.05EMPEDRADO DE 6"m25753.23$18.13$104,306.06m23,019.00$19.09$57,632.71$0.96$5,523.105.3%05.02.05EMPEDRADO DE 6"-2734.2305.02.06CONCRETO f'c = 175 Kg/cm2m3431.49$375.53$162,037.44m3281.98$385.87$108,807.62$10.34$4,461.612.8%05.02.06CONCRETO f'c = 175 Kg/cm2-149.5105.02.07CURADO DE CONCRETOm25753.23$0.58$3,336.87m23,019.00$0.66$1,992.54$0.08$460.2613.8%05.02.07CURADO DE CONCRETO-2734.2305.02.08SELLADO DE JUNTAS, e=3/4", h=0.05 m.m1917.74$2.88$5,523.09m832.00$3.12$2,595.84$0.24$460.268.3%05.02.08SELLADO DE JUNTAS, e=3/4", h=0.05 m.-1085.7406.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm213.96$0.33$4.61m2124.49$0.35$43.57$0.02$2.496.1%06.03NIVELACION Y COMPACTADO MANUALm213.96$1.25$17.45m2124.49$1.31$163.08$0.06$7.474.8%06.04EMPEDRADO DE 6"m213.96$18.13$253.09m2124.49$19.09$2,376.51$0.96$119.515.3%06.05ENCOFRADO Y DESENCOFRADO DE COSTADOS (escalinata)m22.92$14.30$41.76m246.10$14.64$674.90$0.34$15.672.4%06.06ENCOFRADO Y DESENCOFRADO DE CONTRAPASOSm26.39$9.18$58.66m251.24$9.62$492.93$0.44$22.554.8%06.07CONCRETO f'c = 175 Kg/cm2m31.74$375.53$653.42m36.32$385.87$2,438.70$10.34$65.352.8%06.08CURADO DE CONCRETOm213.96$0.58$8.10m279.05$0.66$52.17$0.08$6.3213.8%07.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm21366.13$0.33$450.82m2770.00$0.35$269.50$0.02$27.326.1%07.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION-596.1307.01.02DEMOLICION DE CUNETASm3264.47$27.03$7,148.62m3130.90$31.25$4,090.63$4.22$1,116.0615.6%07.01.02DEMOLICION DE CUNETAS-133.5707.01.03EXCAVACION MANUALm3204.92$18.09$3,707.00m3808.50$20.69$16,727.87$2.60$2,102.1014.4%07.01.04NIVELACION Y COMPACTADO MANUALm21366.13$1.25$1,707.66m2770.00$1.31$1,008.70$0.06$81.974.8%07.01.04NIVELACION Y COMPACTADO MANUAL-596.1307.01.05ENCOFRADO Y DESENCOFRADOm22049.70$19.82$40,625.05m23,048.00$20.76$63,276.48$0.94$2,865.124.7%07.01.06CONCRETO f'c = 210 Kg/cm2m3345.80$380.43$131,552.69m3270.42$389.07$105,212.31$8.64$2,987.712.3%07.01.06CONCRETO f'c = 210 Kg/cm2-75.3807.01.07ACERO DE REFUERZO G-60kg16148.78$4.41$71,216.12kg11,901.12$4.49$53,436.03$0.08$1,291.901.8%07.01.07ACERO DE REFUERZO G-60-4247.6607.01.08CURADO DE CONCRETOm22903.53$0.58$1,684.05m22,133.60$0.66$1,408.18$0.08$232.2813.8%07.01.08CURADO DE CONCRETO-769.9307.01.09SELLADO DE JUNTAS, e=3/4"m1138.10$2.88$3,277.73m1,155.70$3.12$3,605.78$0.24$277.378.3%07.01.10REJILLA SUMIDERO PARA CUNETA 1" x 1/4"m248.80$452.68$22,090.78m298.59$452.84$44,645.50$0.16$15.770.0%07.02.01ENCOFRADO Y DESENCOFRADOm21300.13$19.82$25,768.58m2762.00$20.76$15,819.12$0.94$1,222.124.7%07.02.01ENCOFRADO Y DESENCOFRADO-538.1307.02.02CONCRETO f'c = 210 Kg/cm2m3130.01$380.43$49,459.70m377.43$389.07$30,125.69$8.64$1,123.292.3%07.02.02CONCRETO f'c = 210 Kg/cm2-52.5807.02.03ACERO DE REFUERZO G-60kg7177.24$4.41$31,651.63kg4,365.07$4.49$19,599.16$0.08$574.181.8%07.02.03ACERO DE REFUERZO G-60-2812.1707.02.04CURADO DE CONCRETOm21300.13$0.58$754.08m2762.00$0.66$502.92$0.08$104.0113.8%07.02.04CURADO DE CONCRETO-538.1307.03.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm240.62$0.33$13.40m297.95$0.35$34.28$0.02$1.966.1%07.03.02EXCAVACION MANUALm342.66$18.09$771.72m397.95$20.69$2,026.59$2.60$254.6714.4%07.03.03NIVELACION Y COMPACTADO MANUALm240.62$1.25$50.78m297.95$1.31$128.31$0.06$5.884.8%07.03.04ENCOFRADO Y DESENCOFRADOm286.33$19.82$1,711.06m2195.90$20.76$4,066.88$0.94$184.154.7%07.03.05CONCRETO f'c = 210 Kg/cm2m323.60$380.43$8,978.15m339.67$389.07$15,434.41$8.64$342.752.3%07.03.06ACERO DE REFUERZO G-60kg786.56$4.41$3,468.73kg1,514.30$4.49$6,799.21$0.08$121.141.8%07.03.08REJILLA SUMIDERO CON RIELESm226.22$664.23$17,416.11m297.95$664.57$65,094.63$0.34$33.300.1%07.03.09TARRAJEO CON IMPERMEABILIZANTE, MEZCLA 1:5 e=1.5 cm.m2126.95$17.11$2,172.11m2264.47$17.63$4,662.61$0.52$137.523.0%07.03.10CURADO DE CONCRETOm2126.95$0.58$73.63m2264.47$0.66$174.55$0.08$21.1613.8%07.04.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm213.50$0.33$4.46m213.50$0.35$4.73$0.02$0.276.1%07.04.02EXCAVACION DE ZANJASm316.20$19.67$318.65m316.20$22.54$365.15$2.87$46.4914.6%07.04.03CAMA DE APOYOm31.35$45.40$61.29m31.35$48.87$65.97$3.47$4.687.6%07.04.04TENDIDO DE TUBERIA PVC 10"m22.50$51.77$1,164.83m22.50$51.90$1,167.75$0.13$2.920.3%07.04.05RELLENO COMPACTADO CON MATERIAL PROPIO (manual)m312.83$22.46$288.16m312.83$25.33$324.98$2.87$36.8212.8%08.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2138.65$0.33$45.75m2170.00$0.35$59.50$0.02$3.406.1%08.02EXCAVACION PARA MUROSm3106.98$17.84$1,908.52m3144.50$20.65$2,983.93$2.81$406.0515.8%08.03SOLADO DE 2" MEZCLA 1:12m2138.65$13.42$1,860.68m2204.00$13.92$2,839.68$0.50$102.003.7%08.04ENCOFRADO Y DESENCOFRADO DE MUROS DE SOSTENIMIENTOm2427.90$37.58$16,080.48m2289.00$38.79$11,210.31$1.21$517.763.2%08.04ENCOFRADO Y DESENCOFRADO DE MUROS DE SOSTENIMIENTO-138.908.05MAMPOSTERIA DE PIEDRA 70% P.G. + C 1:6m3106.98$146.81$15,705.73m3144.50$150.48$21,744.36$3.67$530.312.5%08.06EMBOQUILLADO DE MURO (AREA VISIBLE), C:A, 1:5, E=0.02m.m2115.70$22.42$2,593.99m2289.00$23.43$6,771.27$1.01$291.894.5%08.07DRENES TRANSVERSALESm55.46$7.79$432.03m3.86$8.26$31.88$0.47$26.076.0%08.07DRENES TRANSVERSALES-51.608.08CURADO DE CONCRETOm2427.90$0.58$248.18m21,052.54$0.66$694.68$0.08$84.2013.8%09.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2245.60$0.33$81.05m2166.00$0.35$58.10$0.02$4.916.1%09.01.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION-79.609.01.02EXCAVACION MANUALm329.47$18.09$533.11m319.92$20.69$412.14$2.60$76.6214.4%09.01.02EXCAVACION MANUAL-9.5509.01.03SUMINISTRO Y COLOCACION DE BARANDA METALICA DE PROTECCIONm614.00$183.30$112,546.20m415.00$184.44$76,542.60$1.14$699.960.6%09.01.03SUMINISTRO Y COLOCACION DE BARANDA METALICA DE PROTECCION-19909.01.04CONCRETO f'c = 175 Kg/cm2m329.47$375.53$11,066.87m319.92$385.87$7,686.53$10.34$304.722.8%09.01.04CONCRETO f'c = 175 Kg/cm2-9.5509.01.05PINTADO DE BARANDAS METALICASm614.00$9.11$5,593.54m415.00$9.20$3,818.00$0.09$55.261.0%09.01.05PINTADO DE BARANDAS METALICAS-19909.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2211.80$0.33$69.89m2114.00$0.35$39.90$0.02$4.246.1%09.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION-97.809.02.02EXCAVACION MANUALm384.72$18.09$1,532.58m345.60$20.69$943.46$2.60$220.2714.4%09.02.02EXCAVACION MANUAL-39.1209.02.03SUMINISTRO Y COLOCACION DE REJA METALICA DE PROTECCION DE AREAS VERDESm1412.00$115.26$162,747.12m760.00$116.36$88,433.60$1.10$1,553.201.0%09.02.03SUMINISTRO Y COLOCACION DE REJA METALICA DE PROTECCION DE AREAS VERDES-65209.02.04CONCRETO f'c = 175 Kg/cm2m363.54$375.53$23,861.18m334.20$385.87$13,196.75$10.34$657.002.8%09.02.04CONCRETO f'c = 175 Kg/cm2-29.3409.02.05PINTADO DE REJA METALICAm1412.00$14.36$20,276.32m760.00$14.45$10,982.00$0.09$127.080.6%09.02.05PINTADO DE REJA METALICA-65210.01.01PINTADO DE SARDINELES AL BORDE DE VIAm3677.53$3.29$12,099.07m3,719.12$3.32$12,347.48$0.03$111.570.9%10.01.02PINTADO DE LINEAS EN EL PAVIMENTOm2130.29$1.28$2,726.77m1,627.00$1.33$2,163.91$0.05$106.513.9%10.01.02PINTADO DE LINEAS EN EL PAVIMENTO-503.2910.01.03SUMINISTRO Y COLOCADO DE SEALES DE PISO (ojo de gato)und438.00$10.37$4,542.06und876.00$10.58$9,268.08$0.21$183.962.0%10.01.03SUMINISTRO Y COLOCADO DE SEALES DE PISO (ojo de gato)010.01.04SEALES INFORMATIVASund32.00$286.17$9,157.44und13.00$289.78$3,767.14$3.61$115.521.3%10.01.04SEALES INFORMATIVAS-1910.01.05SEALES REGULADORASund15.00$286.17$4,292.55und7.00$289.78$2,028.46$3.61$54.151.3%10.01.05SEALES REGULADORAS-810.01.06SUMINISTRO Y COLOCACION DE GUARDAVIASm35.00$148.46$5,196.10m35.00$149.01$5,215.35$0.55$19.250.4%10.01.07SUMINISTRO Y COLOCACION DE TERMINALES DE GUARDAVIAund2.00$114.75$229.50und2.00$116.45$232.90$1.70$3.401.5%10.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2194.40$0.33$64.15m2172.80$0.35$60.48$0.02$3.896.1%10.02.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCION-21.610.02.02EXCAVACION MANUALm338.88$18.09$703.34m334.56$20.69$715.05$2.60$101.0914.4%10.02.02EXCAVACION MANUAL-4.3210.02.03NIVELACION Y COMPACTADO MANUALm2194.40$1.25$243.00m2172.80$1.31$226.37$0.06$11.664.8%10.02.03NIVELACION Y COMPACTADO MANUAL-21.610.02.04CONCRETO f'c = 175 Kg/cm2m35.40$375.53$2,027.86m34.80$385.87$1,852.18$10.34$55.842.8%10.02.04CONCRETO f'c = 175 Kg/cm2-0.610.02.05ACERO DE REFUERZO G-60kg51.96$4.41$229.14kg51.36$4.49$230.61$0.08$4.161.8%10.02.05ACERO DE REFUERZO G-60-0.610.02.06RELLENO COMPACTADO CON MATERIAL PROPIO (manual)m33.60$22.46$80.86m33.20$25.33$81.06$2.87$10.3312.8%10.02.06RELLENO COMPACTADO CON MATERIAL PROPIO (manual)-0.410.02.07ESTRUCTURA PREDISEADA DE PARADEROund9.00$4,495.01$40,455.09und8.00$4,524.41$36,195.28$29.40$264.600.7%10.02.07ESTRUCTURA PREDISEADA DE PARADERO-110.02.08CURADO DE CONCRETOm220.00$0.58$11.60m216.00$0.66$10.56$0.08$1.6013.8%10.02.08CURADO DE CONCRETO-410.03.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm28.96$0.33$2.96m225.60$0.35$8.96$0.02$0.516.1%10.03.02EXCAVACION MANUALm30.90$18.09$16.28m31.28$20.69$26.48$2.60$3.3314.4%10.03.03NIVELACION Y COMPACTADO MANUALm22.24$1.25$2.80m23.20$1.31$4.19$0.06$0.194.8%10.03.04CONCRETO f'c = 175 Kg/cm2m30.90$375.53$337.98m31.28$385.87$493.91$10.34$13.242.8%10.03.05ESTRUCTURA DE BANCA DE MADERA CON BASE METALICAund14.00$607.08$8,499.12und40.00$1,212.42$48,496.80$428.29$17,131.6770.5%10.03.06PINTURA ESMALTE EN ESTRUCTURA METALICAm22.40$18.62$417.09m64.00$18.75$1,200.00$0.13$8.320.7%10.03.07CURADO DE CONCRETOm22.24$0.58$1.30m216.00$0.66$10.56$0.08$1.2813.8%10.05.01TRAZO NIVELES Y REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm23.52$0.33$1.16m27.00$0.35$2.45$0.02$0.146.1%10.05.02EXCAVACION MANUALm30.70$18.09$12.66m31.00$20.69$20.69$2.60$2.6014.4%10.05.03NIVELACION Y COMPACTADO MANUALm23.52$1.25$4.40m27.00$1.31$9.17$0.06$0.424.8%-177.048166074110.05.04CONCRETO f'c = 175 Kg/cm2m30.70$375.53$262.87m31.00$385.87$385.87$10.34$10.342.8%10.05.05SUMINISTRO E NSTALACION DE BASUREROund22.00$443.70$9,761.40und42.00$445.74$18,721.08$2.04$85.680.5%10.05.06CURADO DE CONCRETOm23.52$0.58$2.04m27.00$0.66$4.62$0.08$0.5613.8%11.01ROTURA DE BRIQUETASund91.00$27.62$2,513.42und109.00$28.04$3,056.36$0.42$45.781.5%12.01.01ACONDICIONAMIENTO DE AREAS VERDESm25522.61$13.79$76,156.79m24,822.50$14.37$69,299.33$0.58$3,203.114.2%12.01.01ACONDICIONAMIENTO DE AREAS VERDES-700.1112.02.01LIMPIEZA FINAL DE OBRAm227577.05$0.42$11,582.36m222,113.18$0.43$9,508.67$0.01$275.772.4%12.02.01LIMPIEZA FINAL DE OBRA-5463.87COSTO DIRECTO$78,704.071.8%-40-400-700.110-5463.87

Hoja5DESCRIPCIONMONTOPresupuesto Expediente Tecnico Aprobado:$4,290,201.88Partidas Nuevas:$1,803,169.26Mayores metrados:$249,471.82$4,937,935.86$3,944,317.58Cambio costo HH:$78,704.07$475,908.24$270,620.96$205,287.28Gastos Generales:$205,287.28$112,389.59$75,263.31$37,126.28Inspeccion:$37,126.28$83,474.97Expediente Tecnico:$83,474.97$37,616.90Liquidacion de Obra:$37,616.90$5,647,325.56$4,290,201.84Total adicionales:$2,494,850.58Total Deductivos:$(1,137,726.90)Presupuesto Expediente Tecnico Modificado:$5,647,325.56Presupuesto Expediente Tecnico Aprobado:$4,290,201.88100.00%Presupuesto Expediente Tecnico Modificado:$5,647,325.56131.63%Incremento :31.63%Presupuesto Perfil Viable:$4,573,386.12100.00%Presupuesto Expediente Tecnico Modificado:$5,647,325.56123.48%Incremento :23.48%

Hoja1Area de pavimento:14,517.45m2Ancho de Calzada:6.60mSardineles :3,719.13mSistema de drenaje:Sumideros transversales6Tapa para canal lateral770Muros de contencin340.00 ml.Barandas de proteccin415.00 ml.Rejillas de proteccin de reas verdes760.00 ml.Seales informativas13 unidadesSeales reguladoras7 unidadesParaderos08 unidadesBancas de madera40 unidadesMaceteros46 unidades 42 unidadPapeleras::::::::::


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