POZOS DE VISITAaaaareadiamperimetroaltoPromedioporcentajeareabbb1.531.5sec11.13097335530.61.88495559222.82743338824.989588332225656ccc7.52.55sec24.52389342121.23.76991118435.6548667765dddValoreee0.5041300$10,210.18$17,016.96$20,420.35$23,823.74$27,227.14$30,630.53$34,033.92$40,840.70$11,911.87areadiamperimetroaltoPromedio1aaa4.5714285714ffSecciones de pozos de visita2.5sec11.13097335530.61.88495559224.71238898048.31598055362aab256ggg1.20.6sec24.52389342121.23.76991118439.42477796083bbb14hhhhAltura1.52.533.544.5561.754ccc18Volumen3.966.607.929.2410.5611.8813.1915.834.62areadiamperimetroaltoPromedio5aaa23MURO4.998.329.9811.6413.3114.9716.6319.965.823sec11.13097335530.61.88495559225.65486677659.97917666436bbb27CostoCostoCostoCostoCostoCostoCostoCostoCostosec24.52389342121.23.769911184311.30973355297ccc32$8,158.06$10,447.89$11,624.06$13,025.57$14,334.37$15,620.42$16,814.14$19,060.56$11,726.55ImporteExpresinERROR:#N/ARenglnNCdigoDescripcin completaTipoUnidadCosto/CantidadCantidadCantidadCantidadCantidadCantidadCantidadCantidadCantidadCOSTO VAR% varareadiamperimetroaltoPromedio291ERROR:#N/A100ACEP-008Escaln peso 3.8 Kg/pza1PZA97*38911121415185$291.003.57%3.5sec11.13097335530.61.88495559226.597344572511.64237277512857.22ERROR:#N/A201CUAD006-RCUADRILLA 06 (1 ALBAIL+1 AYUDANTE)2JOR1242.27*2.32.52.733.33.53.744$2,857.2235.02%sec24.52389342121.23.769911184313.1946891451906.61ERROR:#N/A304BASCON150HOCONCRETO HECHO EN OBRA F'c=150 KG/CM24M31249.15*1.221.261.301.331.371.421.461.501.55$1,525.7818.70%1305.66ERROR:#N/A405BAMTR03FABRICACION DE MURO DE TABIQUE ROJO CON MORTERO 1:54M3231.09*4.998.329.9811.6413.3114.9716.6319.965.82$1,153.0414.13%areadiamperimetroaltoPromedio885.52ERROR:#N/A505BAS-APLANADO1:5APLANADO MORTERO PROP 1:5 DE 2.0 CM DE ESPESOR4M2156.73*4.998.329.9811.6413.3114.9716.6319.965.82$782.029.59%4sec11.13097335530.61.88495559227.539822368613.3055688858267.3ERROR:#N/A604BASCON100HOCONCRETO HECHO EN OBRA F'c=100 KG/CM24M31181.73*0.230.230.230.230.230.230.230.230.23$267.303.28%sec24.52389342121.23.769911184315.079644737215bbb694BA0009ACERO DE REFUERZO FY=4200 SUMINISTRO, HABILITADO Y COLOCACION4KG19.73*40.7242.7544.8947.1349.4951.9654.5657.2960.15$803.319.85%16ccc733BA0670EXCAVACION ESTRUCTURAS MAT "B"4M359.83*4.247.078.489.9011.3112.7214.1416.964.95$253.753.11%areadiamperimetroaltoPromedio17aaa780BASCIMFRO01CIMBRA COMUN EN FRONTERAS4M2101.19*2.222.332.452.572.702.832.983.123.28$224.642.75%4.5sec11.13097335530.61.88495559228.482300164714.968764996518bbb82sec24.52389342121.23.769911184316.964600329419ccc87COPIAR Y PEGAR20ddd91CdigoDescripcin completaTipoUnidadCosto/CantidadareadiamperimetroaltoPromedio21eee96ACEP-008Escaln peso 3.8 Kg/pza1PZA97*5sec11.13097335530.61.88495559229.424777960816.631961107222ff101CUAD006-RCUADRILLA 06 (1 ALBAIL+1 AYUDANTE)2JOR1242.27*sec24.52389342121.23.769911184318.849555921523ggg105BASCON150HOCONCRETO HECHO EN OBRA F'c=150 KG/CM24M31249.15*24hhhh110BAMTR03FABRICACION DE MURO DE TABIQUE ROJO CON MORTERO 1:54M3231.09*areadiamperimetroaltoPromedioBAS-APLANADO1:5APLANADO MORTERO PROP 1:5 DE 2.0 CM DE ESPESOR4M2156.73*6sec11.13097335530.61.884955592211.309733552919.9583533287BASCON100HOCONCRETO HECHO EN OBRA F'c=100 KG/CM24M31181.73*sec24.52389342121.23.769911184322.6194671058BA0009ACERO DE REFUERZO FY=4200 SUMINISTRO, HABILITADO Y COLOCACION4KG19.73*BA0670EXCAVACION ESTRUCTURAS MAT "B"4M359.83*areadiamperimetroaltoPromedioBASCIMFRO01CIMBRA COMUN EN FRONTERAS4M2101.19*1.75sec11.13097335530.61.88495559223.29867228635.8211863875sec24.52389342121.23.76991118436.5973445725volumen aceroCalculo de arillos1.8849555922cadena0.1696510.17876019763.7699111843cadena0.3392920.3575203953subtotal 10.5089430.53628

Brocal 1.13097335530.169646003310.1787601976subtota20.1696510.17876

firme 4.52389342120.5428672105Subtotal 30.54286721051.2214540.71504

GENERADOR CADENACadena ConcretoCimbraacero@ML complMl totalNoPesoKg (con desp)a0.15volumen 0.02250.3154.02976largos 44430.562.5088b0.15cortasL1estribos0.263.52.50.3881.52096CastillosConcretoCimbraaceropzas@ML complMl totalNoPesoKg (con desp)a0.2volumen 0.050.424.811968largos 44430.562.5088b0.25cortasL1estribos60.25.32.50.3882.303168Columnas ConcretoCimbraaceropzas@ML complMl totalNoPesoKg (con desp)a0.2volumen 0.050.4216.38largos 44430.562.5088b0.25cortas81.251040.99411.1328L1estribos20.150.730.560.43904estribos60.25.32.50.3882.303168

VARILLASPesoDiametroareaPerimetro NumeroDescripcion NKg/mlmmmm2mm2.51/30.3887.94924.833/80.569.57129.841/20.99412.712739.955/81.55215.91985063/42.23519.128560813.97325.450779.8101 1/46.22531.879499.9121 1/23.93838.11140119.7141 3/412.14744.51552139.616215.8950.82026159.6182 1/420.07657.22565179.5

REGISTROSConcretoREGISTRO DE MURO ROJORegistroVolumen Volumen Registrovolumen volumen Medidasexcavacion 3.6192m3relleno1.44768m3Medidasexcavacion 1.68m3relleno0.672m3a1.16areavolumen a0.4areavolumen b1.16Plantilla 2.4336m20.12168m3b0.6Plantilla1.68m20.084m3h1.16areavolumen aceroh1areavolumen base2.1316m20.255792m317.9872kgbase1.68m20.168m3SeccioPzas@MlMltotalNumKg subtotalesCadena200 kg/cm2arealargas110.151.4616.0638.9936a0.15Muro Ladrillo2.48m2cortas110.151.4616.0638.9936b0.15areaestribos@0.2Aplanado2m2areavolumen aceroLongitudMuros4.88m20.5856m361.014016kgAplanado1:5Cadena2.48MlSeccioPzas@MlMltotalNumKg subtotalesCimbra0.744m2largas190.152.5648.64330.507008Acero 6.11072kgcortas190.152.5648.64330.507008Concreto0.0558m3estribostipo volumen area totalConcreto200kg/cm20.0225m3cimbra 12.5024m2areacomun int5.3824Cimbra Comun 0.3m2ext6.496pesoperimetralfirme0.624Acero2.464kgpza@mlNum Peso totallargos4432.24kgcortosestribos60.20.430.224kg

TRINCHERASTrincheras MLDrenaje a b cDrenaje a b cd eVialidad a b cseccion seccion fsecciona0.43gda0.15I f2a0.43gdb0.38 eb0.38 h gb0.38 ec0.15c0.15c0.15d0.43 fd0.41jd0.43 fe0.15e0.43e0.15Volumen de concreto0.5000942526m3f0.29Volumen de concreto0.758881537m3Volumen de concreto0.5568m3f0.96cimbra1.16m2f20.43cimbra1.16m2cimbra1.16m2g0.58malla electro1.1769026042m2g0.15malla electro1.9709290982m2malla electro1.1769026042m2area f-g0.5568Excavacion0.64032m3h0.15Excavacion1.01384m3f0.96Excavacion0.64032m3area curva0.0567057474afine o escobillado1.1769026042m2afine o escobillado1.9709290982m2g0.58afine o escobillado1.1769026042m2I0.58area f-g0.5568Acero36.9426545834kgArea final0.5000942526j1.52area curva0.0567057474Area i-j0.8816aceroArea curva 10.0567057474Area final0.5000942526pza@Mltonumkg totlArea curva 20.0660127156largas4443.976cortasArea final0.758881537estribos210.218.9310.584

largas40.2432.24cortas50.22.984513020931.6713272917estribosConcreto F c= 250 kg/cm2, en cadenas, castillos, etc.CONCRETO F C= 250 KG/CM2, EN CADENAS, CASTILLOS, ETC.