Proyecto:Ubicacin:DISTRITO : TINGUIAPROVINCIA : ICADEPARTAMENTO : ICAITEM ACTIVIDAD UND PARCIALPRIMER MES SEGUNDO MES TERCER MESSEMANA1 SEMANA 2 SEMANA 3 SEMANA 4 SEMANA 5 SEMANA 6 SEMANA 7 SEMANA 8 SEMANA 901 RED DE AGUA POTABLE01.01 OBRAS PROVISIONALES01.01.01CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60 X 2.40 muS/. 860.00 S/. 860.0001.01.02 ALQUILER DE LOCAL PARA LA OBRAmesS/. 1,200.00 S/. 1,200.0001.01.03glbS/. 14,400.00S/. 14,400.0001.02 SEGURIDAD Y SALUD S/. 0.0001.02.01uS/. 582.12S/. 582.1201.02.02E!ALI"ACION EN OBRA #$ALLA DE E%URIDAD&mS/. 22,134.20 S/. 22,134.2001.02.03 EQUIPO DE PROTECCION INDI'IDUALuS/. 2,240.00 S/. 2,240.0001.02.04EQUIPO DE PROTECCION COLECTI'AglbS/. 1,946.22 S/. 1,946.2201.03 OBRAS PRELIMINARES S/. 0.0001.03.01 LI$PIE"A DE TERRENOmS/. 1,106.28 S/. 539.31 S/. 566.9701.03.02 TRA"O( NI'ELE ) REPLANTEO EN REDE DE A%UA POTABLEmS/. 2,792.91S/. 2,705.63 S/. 87.2801.04 MOVIMIENTO DE TIERRAS S/. 0.0001.04.01 EXCA'ACION C*EQUIPO PARATUB. DE +0$$ EN TNmS/. 18,933.78 S/. 3,888.19 S/. 9,466.89 S/. 5,578.7001.04.02 REFINE ) NI'ELACION DE FONDO DE "AN,A PARATUBERIAmS/. 4,515.81 S/. 197.57 S/. 1,580.53 S/. 1,580.53 S/. 1,157.1801.04.03 CA$A DE APO)O E-10C$ PARATUBERIA DE +0$$mS/. 13,855.75 S/. 2,096.59 S/. 5,104.75 S/. 5,104.75 S/. 1,549.6601.04.04mS/. 41,367.77S/. 28,440.34 S/. 12,927.4301.04.0. ELI$INACION DE $ATERIAL EXCEDENTEm3S/. 3,137.34 S/. 3,137.3401.0. TUBERIA S/. 0.0001.0..01mS/. 36,235.32S/. 5,226.25 S/. 19,511.33 S/. 11,497.7401.0..02 PRUEBA /IDRAULICA) DEINFECCION TUBERIA +0$$mS/. 4,243.78 S/. 2,033.48 S/. 2,210.3001.0..03 PRUEBA /IDRAULICAA "AN,AABIERTA D-+0$$mS/. 1,469.00 S/. 1,423.09 S/. 45.9101.06 SUMINISTRO E INSTALACION DE ACCESORIOS S/. 0.0001.06.01 U$IN.*INT. CODO +00 1 +0mm P'C UFuS/. 341.46 S/. 320.12 S/. 21.3401.06.02 U$IN.*INT. TEE +0mm X +0mm P'C UFuS/. 120.60 S/. 120.6001.06.03 U$IN.*INT. TAPON +0mm P'C UFuS/. 87.06 S/. 87.0601.06.04 DADO DE CONCRETO234-15. 6%*C$2 PARAACCEORIOuS/. 257.88 S/. 257.8801.05 SUMINISTRO/INST. DE VALVULA S/. 0.0001.05.01 U$IN.*INT. 'A'ULA +0mmuS/. 2,901.60 S/. 2,901.6001.05.02 CA,A PARA 'AL'ULAuS/. 882.85 S/. 882.8501.05.03 DADO DE CONCRETO234-15. 6%*C$2 PARA 'AL'ULAuS/. 174.35 S/. 174.3502 CONEXIONES DOMICILIARIAS DE AGUA POTABLE S/. 0.0002.01 TRABAJOS PRELIMINARES S/. 0.00"AMPLIACION DEL SERVICIO DE AGUA POTABLE DEL C.P. FUNDICION DEL DISTRITO DE LA TINGUIA-ICA-ICA"SEMANA 10SEMANA11SEMANA 12$O'ILI"ACION ) DE$O'ILI"ACION DE $AQUINARIA PEADA PARA LAOBRA TRANQUERADE $ADERA $O'IL PARADE'IACION 'E/ICULAR )*O PEATONALRELLENO "AN,A CO$P. C*EQUIPO P*TUBERIAA%UA POTABLE INC.PRUEBA DE CO$PACTACIONU$INITRO E INTALACION DE TUBERIA P'C P*A%UA POTABLE 5.$$ UF INC. UNIONITEM ACTIVIDAD UND PARCIALPRIMER MES SEGUNDO MES TERCER MESSEMANA1 SEMANA 2 SEMANA 3 SEMANA 4 SEMANA 5 SEMANA 6 SEMANA 7 SEMANA 8 SEMANA 9SEMANA 10SEMANA11SEMANA 1202.01.01LI$PIE"A DE TERRENOmS/. 189.90 S/. 189.9002.01.02 TRA"O( NI'ELE ) REPLANTEO EN REDE DE A%UA POTABLEmS/. 479.42S/. 479.4202.02 MOVIMIENTO DE TIERRAS S/. 0.0002.02.01EXCA'ACION C*EQUIPO PARATUB. DE CONEX. DO$ICILIARIAmS/. 3,250.08S/. 284.38 S/. 2,275.06 S/. 690.6402.02.02 REFINE ) NI'ELACION DE FONDO DE "AN,A PARATUBERIAmS/. 775.16 S/. 539.84 S/. 235.3202.02.03 CA$A DE APO)O E-10C$ PARATUBERIA DE 1*27mS/. 2,378.41 S/. 2,378.4102.02.04 RELLENO "AN,A CO$P. C*EQUIPO P*TUBERIAA%UA POTABLEmS/. 7,100.98S/. 7,100.9802.02.0. ELI$INACION DE $ATERIAL EXCEDENTEm3S/. 538.52 S/. 538.5202.03 CONEXIONES DOMICILIARIAS DE AGUA POTABLE S/. 0.0002.03.01 U$INITRO E INTALACION DE TUB DE 1*27 A RED DE +0$$ INC. UNIONmS/. 12,707.67S/. 7,465.76 S/. 5,241.9102.03.02 U$IN.*INT. ABRA"ADERA DE 5.$$ X 1*27uS/. 2,748.60 S/. 1,674.93 S/. 1,073.6702.03.03 PRUEBA /IDRAULICAmS/. 852.72 S/. 532.95 S/. 319.7702.03.04uS/. 4,725.45S/. 1,698.21 S/. 3,027.2403 COSTOS AMBIENTALES S/. 0.0003.01glbS/. 1.19S/. 1.1903.02 CIERRE DE REDE DE A%UA POTABLEes8S/. 80.00 S/. 80.0004 OTROS S/. 0.0004.01 PRUEBA DE CO$PACTACION DE UELOuS/. 350.00 S/. 350.00COSO !"#$CO S/. 211,964.18 S/. 50,773.24 S/. 13,798.26 S/. 17,811.54 S/. 30,218.94 S/. 15,080.88 S/. 3,633.39 S/. 29,789.95 S/. 18,339.83 S/. 1,230.48 S/. 13,452.63 S/. 9,875.77 S/. 7,959.27%&SOS %$'$#&($S )8*+ S/. 16,957.13 S/. 4,061.86 S/. 1,103.86 S/. 1,424.92 S/. 2,417.52 S/. 1,206.47 S/. 290.67 S/. 2,383.20 S/. 1,467.19 S/. 98.44 S/. 1,076.21 S/. 790.06 S/. 636.74U"("!&! )7*+ S/. 14,837.49 S/. 3,554.13 S/. 965.88 S/. 1,246.81 S/. 2,115.33 S/. 1,055.66 S/. 254.34 S/. 2,085.30 S/. 1,283.79 S/. 86.13 S/. 941.68 S/. 691.30 S/. 557.15SU,O&( S/. 243,758.81 S/. 58,389.23 S/. 15,868.00 S/. 20,483.27 S/. 34,751.78 S/. 17,343.01 S/. 4,178.40 S/. 34,258.44 S/. 21,090.80 S/. 1,415.05 S/. 15,470.52 S/. 11,357.14 S/. 9,153.16"%-)18*+ S/. 43,876.59 S/. 10,510.06 S/. 2,856.24 S/. 3,686.99 S/. 6,255.32 S/. 3,121.74 S/. 752.11 S/. 6,166.52 S/. 3,796.34 S/. 254.71 S/. 2,784.69 S/. 2,044.28 S/. 1,647.57O&( S/. 287,635.38 S/. 68,899.29 S/. 18,724.24 S/. 24,170.26 S/. 41,007.10 S/. 20,464.75 S/. 4,930.51 S/. 40,424.96 S/. 24,887.15 S/. 1,669.76 S/. 18,255.22 S/. 13,401.42 S/. 10,800.73PO#C$'&.$ !$ &-&'C$ PC"&( 23.95* 6.51* 8.40* 14.26* 7.11* 1.71* 14.05* 8.65* 0.58* 6.35* 4.66* 3.76*PO#C$'&.$ &CU/U(&!O 23.95* 30.46* 38.87* 53.12* 60.24* 61.95* 76.01* 84.66* 85.24* 91.59* 96.24* 100.00* U$INITRO E INTALACION DE CA,A DE CONCRETO PARACONEXION DO$ICILIARIA DE A%UA POTABLE DE 1*27RE%ADO PER$ANENTE DE $ATERIAL EXTRAIDO DE EXCA'ACIONP*E'ITAR POL'OS/. 50,773.24 S/. 13,798.26S/. 50,693.24 S/. 13,798.26S/. 16,460.00S/. 860.00S/. 1,200.00S/. 12,191.41 S/. 14,400.00S/. 5,332.87 S/. 26,902.54S/. 1,358.73 S/. 582.12S/. 2,817.10 S/. 22,134.20S/. 1,157.04 S/. 2,240.00S/. 2,195.20 S/. 1,946.22S/. 2,195.20 S/. 3,244.94 S/. 654.25S/. 294.46 S/. 539.31 S/. 566.97S/. 294.46 S/. 2,705.63 S/. 87.28S/. 933.97 S/. 4,085.76 S/. 13,144.01S/. 771.42 S/. 3,888.19 S/. 9,466.89S/. 151.71 S/. 197.57 S/. 1,580.53S/. 10.84 S/. 2,096.59S/. 586.04S/. 398.84S/. 187.20S/. 2,848.87S/. 1,666.90S/. 147.35S/. 1,034.62S/. 9,310.82 S/. 8,014.58S/. 9,310.82 S/. 8,014.58S/. 4,079.06 S/. 1,451.62S/. 1,451.62S/. 2,659.70S/. 1,419.36S/. 3,135.33 S/. 3,000.20S/. 3,000.20S/. 3,135.33S/. 1,884.63 S/. 2,872.80S/. 2,872.80S/. 1,884.63S/. 156.84 S/. 516.80S/. 297.59 S/. 80.00S/. 219.21S/. 156.84 S/. 80.00S/. 54.96 S/. 173.16S/. 39.71S/. 133.45S/. 54.96S/. 3,652.87 S/. 3,621.31 S/. 886.49S/. 3,621.31 S/. 886.49S/. 3,545.95 S/. 886.49S/. 75.36S/. 3,652.87S/. 931.76S/. 2,721.11S/. 5,092.98 S/. 695.77S/. 537.43S/. 12.41S/. 156.88S/. 37.23S/. 19.61S/. 311.30S/. 985.23S/. 697.66S/. 211.75S/. 75.82S/. 695.77S/. 164.50S/. 261.51S/. 269.76S/. 690.53S/. 116.79S/. 573.74S/. 68.64S/. 68.64S/. 2,811.15S/. 2,811.15S/. 164.88 S/. 330.00S/. 164.88 S/. 330.00S/. 164.88S/. 330.00S/. 17,811.54 S/. 30,218.94 S/. 15,080.89 S/. 3,633.39 S/. 29,789.95 000 S/. 1,230.48S/. 17,810.35 S/. 30,218.94 S/. 15,080.89 S/. 3,633.39 S/. 28,486.25 000S/. 12,263.98 S/. 6,261.93 S/. 1,549.66 S/. 28,440.34 000S/. 5,578.70S/. 1,580.53 S/. 1,157.18S/. 5,104.75 S/. 5,104.75 S/. 1,549.66S/. 28,440.34 000S/. 3,137.34S/. 5,226.25 S/. 19,511.33 S/. 13,531.23 S/. 3,633.39 S/. 45.91S/. 5,226.25 S/. 19,511.33 S/. 11,497.75S/. 2,033.48 S/. 2,210.30S/. 1,423.09 S/. 45.91S/. 320.12 S/. 486.88S/. 320.12 S/. 21.34S/. 120.60S/. 87.06S/. 257.88S/. 3,958.80S/. 2,901.60S/. 882.85S/. 174.35S/. 953.70 S/. 2,275.06 S/. 1,230.48S/. 669.32S/. 189.90S/. 479.42S/. 284.38 S/. 2,275.06 S/. 1,230.48S/. 284.38 S/. 2,275.06 S/. 690.64S/. 539.84S/. 1.19S/. 1.19S/. 350.00S/. 350.00S/. 5,748.93 S/. 5,317.88 S/. 6,275.34 S/. 8,901.80 S/. 1,662.18S/. 5,748.93 S/. 5,230.03 S/. 4,034.72S/. 595.18S/. 3,091.96 S/. 772.99S/. 354.32 S/. 1,062.95S/. 2,102.45S/. 3,646.48S/. 1,188.57 S/. 792.38S/. 1,406.40S/. 5,247.10S/. 5,247.10S/. 1,147.78 S/. 2,939.69S/. 716.09 S/. 716.09S/. 431.69S/. 2,223.60S/. 1,164.91S/. 695.41S/. 356.68S/. 112.82S/. 1,092.84S/. 363.14S/. 729.70S/. 274.93S/. 100.32S/. 93.81S/. 46.50S/. 34.30S/. 101.46S/. 101.46S/. 715.01S/. 300.16S/. 414.85S/. 87.85 S/. 120.88S/. 120.88S/. 87.85S/. 3,062.37S/. 1,040.40S/. 648.18S/. 94.38S/. 146.56S/. 151.28S/. 546.09S/. 113.69S/. 268.85S/. 163.55S/. 1,475.88S/. 393.53S/. 342.15S/. 225.00S/. 515.20000 000000000S/. 559.66S/. 559.66S/. 559.66000 S/. 9,875.77 S/. 7,959.27000 S/. 9,875.77 S/. 7,959.27S/. 2,613.73 S/. 7,639.50S/. 235.32S/. 2,378.41S/. 7,100.98S/. 538.52000 S/. 9,875.77 S/. 319.77S/. 7,465.76 S/. 5,241.91S/. 1,674.93 S/. 1,073.67S/. 532.95 S/. 319.77S/. 1,698.21 S/. 3,027.24RED DE AGUA POTABLEOBRAS PROVISIONALES CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60 X 2.40 mS/. 860.00ALQUILER DE LOCAL PARA LA OBRAS/. 1,200.00$O'ILI"ACION ) DE$O'ILI"ACION DE $AQUINARIA PEADA PARA LA OBRAS/. 14,400.00SEGURIDAD Y SALUD TRANQUERA DE $ADERA $O'IL PARA DE'IACION 'E/ICULAR )*O PEATONALS/. 582.12 E!ALI"ACION EN OBRA #$ALLA DE E%URIDAD&S/. 22,134.20EQUIPO DE PROTECCION INDI'IDUALS/. 2,240.00 EQUIPO DE PROTECCION COLECTI'AS/. 1,946.22OBRAS PRELIMINARESLI$PIE"A DE TERRENOS/. 539.31 S/. 566.97TRA"O( NI'ELE ) REPLANTEO EN REDE DE A%UA POTABLES/. 2,705.63 S/. 87.28MOVIMIENTO DE TIERRASEXCA'ACION C*EQUIPO PARA TUB. DE +0$$ EN TNS/. 3,888.19 S/. 9,466.89REFINE ) NI'ELACION DE FONDO DE "AN,A PARA TUBERIAS/. 197.57 S/. 1,580.53CA$A DE APO)O E-10C$ PARA TUBERIA DE +0$$S/. 2,096.59RELLENO "AN,A CO$P. C*EQUIPO P*TUBERIA A%UA POTABLE INC. PRUEBA DE CO$PACTACIONELI$INACION DE $ATERIAL EXCEDENTETUBERIAU$INITRO E INTALACION DE TUBERIA P'C P*A%UA POTABLE 5.$$ UF INC. UNIONPRUEBA /IDRAULICA ) DEINFECCION TUBERIA +0$$PRUEBA /IDRAULICA A "AN,A ABIERTA D-+0$$SUMINISTRO E INSTALACION DE ACCESORIOSU$IN.*INT. CODO +00 1 +0mm P'C UFU$IN.*INT. TEE +0mm X +0mm P'C UFU$IN.*INT. TAPON +0mm P'C UFDADO DE CONCRETO234-15. 6%*C$2PARA ACCEORIOSUMINISTRO/INST. DE VALVULAU$IN.*INT. 'A'ULA +0mmCA,A PARA 'AL'ULADADO DE CONCRETO234-15. 6%*C$2PARA 'AL'ULACONEXIONES DOMICILIARIAS DE AGUA POTABLETRABAJOSPRELIMINARES LI$PIE"A DE TERRENOTRA"O( NI'ELE ) REPLANTEO EN REDE DE A%UA POTABLEMOVIMIENTO DE TIERRAS EXCA'ACION C*EQUIPO PARA TUB. DE CONEX. DO$ICILIARIAREFINE ) NI'ELACION DE FONDO DE "AN,A PARA TUBERIACA$A DE APO)O E-10C$ PARA TUBERIA DE 1*27RELLENO "AN,A CO$P. C*EQUIPO P*TUBERIA A%UA POTABLEELI$INACION DE $ATERIAL EXCEDENTECONEXIONES DOMICILIARIAS DE AGUA POTABLEU$INITRO E INTALACION DE TUB DE 1*27 A RED DE +0$$ INC. UNIONU$IN.*INT. ABRA"ADERA DE 5.$$ X 1*27PRUEBA /IDRAULICACOSTOS AMBIENTALESRE%ADO PER$ANENTE DE $ATERIAL EXTRAIDO DE EXCA'ACION P*E'ITAR POL'OCIERRE DE REDE DE A%UA POTABLES/. 80.00OTROSPRUEBA DE CO$PACTACION DE UELO U$INITRO E INTALACION DE CA,A DE CONCRETO PARA CONEXION DO$ICILIARIA DE A%UA POTABLE DE 1*27S/. 5,578.70S/. 1,580.53 S/. 1,157.18S/. 5,104.75 S/. 5,104.75 S/. 1,549.66S/. 28,440.34 S/. 12,927.43S/. 3,137.34S/. 5,226.25 S/. 19,511.33 S/. 11,497.75S/. 2,033.48 S/. 2,210.30S/. 1,423.09 S/. 45.91S/. 320.12 S/. 21.34S/. 120.60S/. 87.06S/. 257.88S/. 2,901.60S/. 882.85S/. 174.35S/. 189.90S/. 479.42S/. 284.38 S/. 2,275.06 S/. 690.64S/. 539.84S/. 1.19S/. 350.00S/. 235.32S/. 2,378.41S/. 7,100.98S/. 538.52S/. 7,465.76 S/. 5,241.91S/. 1,674.93 S/. 1,073.67S/. 532.95 S/. 319.77S/. 1,698.21 S/. 3,027.24