1) metrado alzamora original con cunetas
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Hoja1 (2)HOJA DE METRADOObra : PAVIMENTACION CALLE ALZAMORA ( Calle Brasil/ Calle Calvo de Araujo )FechaEnero del 2004COD.DESCRIPCIONNro. deDIMENSIONESTOTALESUNDVECESLARGOANCHOALTOPARCIALTOTAL01.00.00OBRAS PROVISIONALES01.01.00Cartel de Obra de 2.70 x 3.60m1.00---1.001.00Und01.02.00Alquiler de Almacn y Oficina4.00---4.004.00Mes01.03.00Poza de almacenamiento de agua; de ladrillo 2 x 2 x 1 m (tarrajeado)3.00---3.003.00Und01.04.00Transporte de Materiales y Herramientas1.00---1.001.00Gbl01.05.00Movilizacin y Desmovilizacin de Maquinaria y Equipos2.00---2.002.00Vje02.00.00TRABAJOS PRELIMINARES02.01.00Limpieza de Terreno Manual6020.08m2longitud del pavimento1.00385.5714.80-5706.44cuatro bocacalles4.0073.60--294.4001 boca-pasaje1.0019.24--19.2402.02.00Trazo Nivel y Replanteo5634.51m2longitud del pavimento1.00385.5713.80-5320.87cuatro bocacalles1.00---294.4001 boca-pasaje1.00---19.2402.03.00Demolicin de Sumideros Existentes37.22m2sumideros paredes13.002.601.10-37.18sumideros tapas13.000.600.900.0402.04.00Eliminacin de Material Demolido a una Distancia = 10Kmesponj.19.13m3*.- Area de demolicin x espesor prom. x esponj.1.0015.941.2019.13Area02.05.00Demolicin de losa superior de buzones Existentes2.002.01--4.024.02UndLargo02.06.00Demolicin de losas de Rodadura, en bocacalles exist.25.57m2*.- bocacalle de calle Morona / Alzamora1.002.612.90-7.57*.- bocacalles de calle Sargento Lores / Alzamora2.003.003.00-18.0002.07.00Demolicin de sardineles y cunetas existentes42.00m2*.- bocacalle de calle Morona / Alzamora2.008.000.75-12.00*.- bocacalles de calle Sargento Lores / Alzamora4.0010.000.75-30.0003.00.00MOVIMIENTO DE TIERRA03.01.00EMPLEANDO MAQUINARIA03.01.01Corte a Nivel de Subrasante1282.89m3*.- Ver Planilla de Explanaciones1.00---1282.8903.01.02Sobre excavacin debajo de Subrasante1830.58m3*.- Ver Planilla de Explanaciones1.00---1830.5803.02.00EMPLEANDO HERRAMIENTAS MANUALES03.02.01Excavacin para Sardineles32.54m3Ambos lados del pavimento (calle Alzamora)2.00331.170.170.2528.15cuatro boca calles4.0022.800.170.253.8801 boca-pasaje1.0012.000.170.250.5103.02.02Excavacin para Sumideros Caja Registro32.36m3*.- Sumideroslado derecho (Cuadra 10)15.001.000.551.109.08lado izquierdo (Cuadra 11)15.001.000.551.109.08*.- Caja Registro Domiciliariasambos lados71.000.800.500.5014.2003.02.03Excavacin para conexiones domiciliarias de desague71.0010.500.450.60201.29201.29m303.02.04Excavacin para Conexiones de Sumideros72.90m3*.- lado derecho15.006.000.450.9036.45*.- lado izquierdo15.006.000.450.9036.4503.02.05Excavacin de zanja para tubera de agua potable 3" PVC-SAP C-101.00558.740.450.85213.72213.72m303.03.00NIVELACIONES03.03.01Conformacin a Nivel de Subrasante5248.94m2pavimento1.00385.5712.80-4935.30cuatro boca calles4.0073.60--294.4001 boca-pasaje1.0019.2419.2403.03.02Refine y Nivelacin Fondo de Zanja para Conex. Domic. de Desag. y Sumideros402.98m2*.- Conexin Domiciliaria de Desague71.0010.500.45-335.48*.- Conexin de Sumidero30.005.000.45-67.5003.03.03Refine y Nivelacin de Fondo de Zanja p/Tubera de Agua Potable 3" PVC-SAP C-101.00558.740.45-251.43251.43m203.04.00RELLENO CON MATERIAL DE PRESTAMO03.04.01Capa Anticontaminante (Arena Limpia)754.22m3Para el Pavimento1.00385.5712.800.15740.29*.- Boca Calle4.00-73.600.1511.0401 boca-pasaje1.0019.240.152.8903.04.02Relleno Compactado en Sobrexcavacin; Material A-2-32196.70m3*.- Ver Planilla de Explanaciones1.00--1.201830.5803.04.03Relleno Compactado en Zanjas p/Tubera de Agua Potable PVC-SAP 3" C-10, cama de arena25.14m3*.- Volumen Total1.00558.740.450.1025.1403.04.04Relleno Compactado en Zanjas p/Tubera de Agua Potable PVC-SAP 4" C-10, Material A-2-41.00558.740.450.3588.0083.59m3Area*.- Deductivo ( Volumen de Tubera )1.00558.740.014.4103.05.00RELLENO CON MATERIAL PROPIO SELECCIONADO03.05.01Relleno Compactado en zanja de Conexiones Domiciliarias de desague y Sumideros.240.64m3*.- Conexin Domiciliaria de Desague71.0010.500.450.50167.74*.- Conexin de Sumidero30.006.000.450.9072.9003.05.02Relleno Compactado en Zanjas p/Tubera de Agua Potable1.00558.740.450.3588.0088.00m303.06.00ELIMINACION DE MATERIAL EXCEDENTE03.06.01Eliminacin de Material Excedente a una distancia = 10Kmesponj.4224.56m3*.- Volumen Excedente x esponjamiento1.003379.65-1.254224.5604.00.00MORTERO SIMPLE04.01.00Base para Pavimento Rgido C:A 1:8 e=6"5248.94m2Para el Pavimento1.00385.5712.80-4935.30*.- Boca Calle4.00--73.60294.4001 boca-pasaje1.00--19.2419.2404.02.00Solado para cunetas mortero C:A 1:8 e=4"345.90m2al lado del pavimento recto2.00385.570.40-308.46*.- Boca Calle8.0011.700.40-37.4406.00.00REVOQUES ENLUCIDOS Y MOLDURAS06.01.00Tarrajeo Pulido en Sardinel218.59m2al lado del pavimento recto2.00385.570.25192.79*.- Boca Calle8.0011.400.2522.8001 boca-pasaje2.006.000.253.0006.02.0Acabado pulido de cunetas Inc.Bruas @ 1.00m.345.90m2al lado del pavimento recto2.00385.570.40308.46*.- Boca Calle8.0011.700.4037.4407.00.00OBRAS DE AGUA POTABLE07.01.00Suministro e Inst. de Tubera PVC-SAPclase 10 3"1.00558.74558.74558.74m07.02.00Suministro e Inst. Codo PVC-SAP clase 10 3" x 906.006.006.00Und07.03.00Suministro e Inst. Tee PVC-SAP clase 10 3"5.005.005.00Und07.04.00Suministro e Inst. Tapn PVC-SAP clase 10 3"5.005.005.00Und07.05.00Empalme a Red de Agua Existente4.004.004.00Und07.06.00Suministro e Inst. Vlvulas Compuertas 3"4.004.004.00Und07.07.00Prueba Hidrulica con Tubera PVC-SAPclase10 3"1.00558.74558.74558.74m07.08.00Reconexin domiciliaria de Agua Potable PVC 1/2"71.0071.0071.00Und08.00.00OBRAS DE DESAGUE SANITARIO08.01.00Caja Domiciliaria de Desague71.0071.0071.00Und08.02.00Tapa de Mortero para cajas Domiciliarias de Desague71.0071.0071.00Und08.03.00Conexiones Domiciliarias de Desague71.0071.0071.00Und08.04.00Encofrado y Desencofrado, Dados de Anclaje12.78m2*.- Para conexiones domiciliarias71.000.450.4012.7808.05.00Mortero C:A, 1:8 para Dados de Anclaje5.11m3*.- Para conexiones domiciliarias71.000.400.450.405.1109.00.00DRENAJE PLUVIAL09.01.00Sumidero para Drenaje Pluvial; Inc. Tapa y Rejilla30.00Und30.0030.0009.02.00Conexin de Sumidero a Canal30.00Und30.0030.0009.03.00Encofrado y Desencofrado, Dados de Anclaje5.40m2*.- Para Sumideros30.000.450.405.4009.04.00Mortero C:A, 1:8 para Dados de Anclaje2.16m3*.- Para Sumideros30.000.400.450.402.1610.00.00OBRAS COMPLEMENTARIAS10.01.00Tapa para Buzn de plancha estriada.4.004.004.00Und10.02.00Losa superior para Buzn domolida.2.002.002.00Und
h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65r = 3"Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT1 =VT2 =h =0.10 a =0.40 mV1 =V2 =VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.R2 =hexcv = hcotas + 0.35hexcv = hcotas + 0.35hexcv = hcotas + 0.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.(0.80+1.35)/2 = 1.08(1.35+1.90)/2 = 1.63(1.9+1.55)/2 = 1.73Bz.01Bz 021.901.90Bz 032.451.902.052.500.350.35C.R.Canal1.050.65C.R.Canal1.400.65C.R.Canal1.400.65Gamb.0.50x0.50mGamb.1.00x1.00mGamb.1.00x1.00mr = 3"Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(Arena) =0.15 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.(0.80+1.35)/2 = 1.08(1.35+1.90)/2 = 1.63(1.9+1.55)/2 = 1.73hexcv = hcotas + 0.35hexcv = hcotas + 0.35hexcv = hcotas + 0.35VT4 =R2 =r = 0.75 m2Gamb.0.50x0.50mGamb.0.50x0.50mGamb.0.50x0.50m
Hoja2 (2)HOJA DE METRADOEstructurasCOD.ELEMENTOCONCRETOENCOFRADOFIERRO EN C/ELEM.LONG.TOTALESUNDDENOMINACION#ElemLongAnchAltLongAnch corrugado lisoCant.Long.TOTAL FePARC.TOTAL05.00.00OBRAS DE MORTERO ARMADO05.01.00SARDINEL Y CUNETA05.01.01Mortero f'c=175 Kg/cm2125.98m3*.- Sardinelal lado del pavimento2.00385.570.150.7080.97boca calles8.0011.400.150.709.5801 boca-pasaje2.006.000.100.700.84*.- Cunetaal lado del pavimento2.00385.570.100.4030.85boca calles8.0011.700.100.403.7405.01.02Encofrado y Desencofrado, Sardinel y Cunetas1,240.26m2*.- Sardinelal lado del pavimento4.00385.570.701,079.60boca calles16.0011.400.70127.6801 boca-pasaje4.006.000.7016.80*.- Juntas en CunetaDilatacinlado derecho34.000.400.101.36lado izquierdo34.000.400.101.36boca calles8.000.400.100.32Contraccinlado derecho68.000.400.051.36lado izquierdo68.000.400.051.36boca calles8.000.400.050.16*.- Juntas en Sardinellado derecho36.000.700.153.78lado izquierdo36.000.700.153.78boca calles8.000.700.150.84Contraccinlado derecho68.000.250.050.85lado izquierdo68.000.250.050.85boca calles8.000.400.050.1605.01.03Fierro corrugado f'y=4200 Kg/cm2 D=3/8"5,492.12Kg*.- SardinelAcero Longitudinalpavimento2.003/8"4371.172,969.361,722.23boca calles8.003/8"411.40364.80211.5801 boca-pasaje2.003/8"46.0048.0027.84Acero Transversalpavimento2.003/8"14860.651,931.801,120.44boca calles8.003/8"470.65244.40141.7501 boca-pasaje2.003/8"250.6532.5018.85*.- CunetasAcero Longitudinalpavimento2.003/8"3371.172,227.021,247.13boca calles8.003/8"311.80283.20158.59Acero Transversalpavimento2.003/8"14860.451,337.40748.94boca calles8.003/8"470.45169.2094.7505.01.04Sellado de Juntas de Dilatacin e = 1" , h = 8" @ 9.00 m, Inc. Madera tratada 75%893.54m*.- Cunetaslado derecho34.000.4013.60lado izquierdo34.000.4013.60boca calles8.000.403.20*.- Entre cuneta y losapavimento2.00385.57771.14boca calles1.0092.0092.0005.01.05Sellado de Juntas de Dilatacin e = 1"; h = 6" @ 9.00 m.54.40m*.- Sardinellado derecho34.000.7023.80lado izquierdo34.000.7023.80boca calles8.000.705.6001 boca-pasaje2.000.601.2005.01.06Sellado de Juntas de Contraccin e = 1", h = 2" @ 3.00 m.139.60m*.- Cunetalado derecho68.000.6040.80lado izquierdo68.000.6040.80boca calles8.000.604.80*.- Sardinellado derecho34.000.7023.80lado izquierdo34.000.7023.80boca calles8.000.705.6005.02.00PAVIMENTO VEHICULAR05.02.01Base de Rodadura, Mortero f'c=210 Kg/cm21,049.79m3corona1.00385.5712.800.20987.06Areaboca calles4.0073.600.2058.8801 boca pasaje1.0019.240.203.8505.02.02Uas laterales , Mortero f'c = 210 kg/cm2Area20.16m3pavimento longitudinalmente2.00385.570.0216.43Extremos en: 01 Brasil + 2 veces Sargento Lores + 01Calvo Araujo4.0012.800.021.09Ubicacin de uasAlzamoraMorona Sargento LoresBrasil Calvo Araujoboca calles, incluye curva + extremo de 7.20m4.0030.000.022.567.20mUas bocacalle01 boca pasaje1.004.300.020.09. Ua4.30m .05.02.03Encofrado y Desencofrado, Losa de Rodadura791.48m2*.- Longitudinalpavimento5.00385.570.25481.96boca calles1.0091.200.2018.2401 boca pasaje1.0012.000.202.40*.- Transversalpavimento108.0012.800.20276.48boca calles8.007.200.2011.5201 boca pasaje1.004.400.200.8805.02.04Pasadores de Fierro LISO D=5/8" @ 0.30m1,725.98Kg*.- Junta de Dilatacin transverasalEn pavimento @ 3 paos de 3.60m36.005/8"430.55851.401,321.373.6 3.6 3.6 3.6pasadores 5/8 liso c/capucha pvc 3/4en boca calles5.005/8"900.55247.50384.12bocacallepasadores 5/8 liso c/capucha pvc 3/401 boca pasaje1.005/8"240.5513.2020.4905.02.05Pasadores de Fierro CORRUGADO D=5/8" @ 0.50m4,058.56Kg*.- Junta de Contraccin LongitudinalEn pavimento3.005/8"771.140.601,388.052,154.26boca calles3.005/8"150.6027.0041.9001 boca pasaje1.005/8"80.604.807.45*.- Junta de Contraccin transversalEn pavimento72.005/8"260.601,123.201,743.21boca calles8.005/8"150.6072.00111.7405.02.07Espigas de Fijacin con Tubera 3/4" PVC-SEL2,022.00Und.En pavimento1548.001,548.00boca calles450.00450.0001 boca pasaje24.0024.0005.02.08Sellado de Juntas de Dilatacin e = 1", h = 8" C/ Madera tratada 75%608.30mTransversal en pavimento36.0012.80460.80Transversal en boca calles5.0027.20136.00Transversal en 01 boca pasaje1.0011.5011.5005.02.09Sellado de Juntas de Contraccin e = 1", h = 2" @ 3.60 m.2,168.31m*.- Junta de Contraccin LongitudinalEn pavimento3.00385.571,156.71boca calles4.007.2028.8001 boca pasaje1.003.603.60*.- Junta de Contraccin transversalEn pavimento72.0012.80921.60boca calles8.007.2057.6005.02.10Curado de Losa de Rodadura5,008.90m2pavimento1.00385.5712.804,935.30Area*.- Boca Calle4.0073.6073.6001 boca pasaje1.0019.2419.24
Hoja3 (2)PLANILLA DE EXPLANACIONESObra : PAVIMENTACION CALLE ALZAMORA ( Calle Brasil/ Calle Calvo de Araujo )TRAMO: CALLE BRASIL HASTA CALLE SARGENTO LORESEN ANCHO DE PAVIMENTO a=13.10m hasta la sub rasantePROGRESIVADISTANCIArea ( m2 )Volumen ( m3 )A.C.A.R.V.C.V.R.0+000.000.003.06---0+020.0020.006.67-97.30-0+040.0020.006.26-129.30-0+060.0020.006.53-127.93-0+080.0020.005.70-122.33-0+100.0020.004.87-105.70-0+117.3017.305.0043.250+140.0022.703.61-97.72-0+160.0020.002.78-63.90-0+180.0020.001.95-47.30-0+200.0020.002.09-40.40-0+220.0020.003.89-59.80-0+240.0020.005.2891.700+256.2016.206.9599.06VOLUMEN TOTAL1,125.690.00SOBREEXCAVACIN a=13.10m h = 1.00mPROGRESIVADISTANCIArea ( m2 )Volumen ( m3 )A.C.A.R.V.C.V.R.0+000.000.0013.10---0+020.0020.0013.10-262.00-0+040.0020.0013.10-262.00-0+060.0020.0013.10-262.00-0+080.0020.0013.10-262.00-0+100.0020.0013.10-262.00-0+117.3017.3013.10113.320+140.0022.7013.10-297.37-0+160.0020.0013.10-262.00-0+180.0020.0013.10-262.00-0+200.0020.0013.10-262.00-0+220.0020.0013.10-262.00-0+240.0020.0013.10262.000+256.2016.2013.10212.22VOLUMEN TOTAL3,242.910.00TRAMO: CALLE SARGENTO LORES HASTA CALLE CALVO DE ARAUJOEN ANCHO DE PAVIMENTO a=13.10m hasta la sub rasantePROGRESIVADISTANCIArea ( m2 )Volumen ( m3 )A.C.A.R.V.C.V.R.0+000.000.006.95---0+020.0020.001.95-88.96-0+040.0020.001.11-30.56-0+060.0020.003.34-44.50-0+080.0020.003.20-65.40-0+100.0020.004.31-75.10-0+120.0020.005.98-102.90-0+129.379.376.95-60.58-VOLUMEN TOTAL468.000.00SOBREEXCAVACIN a=13.10m h = 1.00mPROGRESIVADISTANCIArea ( m2 )Volumen ( m3 )A.C.A.R.V.C.V.R.0+000.000.0013.10---0+020.0020.0013.10-262.00-0+040.0020.0013.10-262.00-0+060.0020.0013.10-262.00-0+080.0020.0013.10-262.00-0+100.0020.0013.10262.000+120.0020.0013.10262.000+129.379.3713.10-122.75-VOLUMEN TOTAL1,694.750.00TRAMO 3EN ANCHO DE PAVIMENTO a=7.20m hasta la sub rasantePROGRESIVADISTANCIArea ( m2 )Volumen ( m3 )A.C.A.R.V.C.V.R.0+000.000.003.60---0+020.0020.001.80-54.00-0+040.0020.002.52-43.20-0+060.0020.003.24-57.60-0+080.0020.003.38-66.20-0+100.0020.003.24-66.20-0+120.0020.003.4667.000+129.379.373.6033.08VOLUMEN TOTAL387.280.00EN SARDINEL Y CUNETA a=0.75m+0.25m de sobreancho hasta la sub rasantePROGRESIVADISTANCIArea ( m2 )Volumen ( m3 )A.C.A.R.V.C.V.R.0+000.000.000.50---0+020.0020.000.25-7.50-0+040.0020.000.35-6.00-0+060.0020.000.45-8.00-0+080.0020.000.47-9.20-0+100.0020.000.45-9.20-0+120.0020.000.489.300+129.379.370.504.59VOLUMEN TOTAL53.790.00SOBREEXCAVACIN a=8.70m+0.25de sobreancho a cada ladoPROGRESIVADISTANCIArea ( m2 )Volumen ( m3 )A.C.A.R.V.C.V.R.0+000.000.004.60---0+020.0020.006.90-115.00-0+040.0020.005.98-128.80-0+060.0020.004.60-105.80-0+080.0020.004.88-94.80-0+100.0020.005.0699.400+120.0020.004.7898.400+129.379.374.60-43.95-VOLUMEN TOTAL686.150.00
h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20Relleno = Vol.exc. x Factor de exponj.hexcv = hcotas + 0.65hexcv = hcotas + 0.65h.Prom =0.30Area Prom. =42.75 m2h.Prom =0.16Area Prom. =25.18 m21.10NTNh Var.Bz.01h.Prom =0.10Area Prom. =26.25 m20.400.70Var.0.425h Prom.Bz 021.90r = 3"C.R.Canal1.000.78C.R.Canal0.650.601.90Bz 032.01Bz 043.061.901.901.762.580.350.35Factor de exponj.=1.20hexcv = hcotas + 0.65hexcv = hcotas + 0.65Relleno = mater. x 1.20 (exponj.)VT1 =VT2 =V1 =V2 =h(A-2-4) =0.45 hsol =0.05VT2 =h =0.10 a =0.50 mV3 =Factor de exponj.=1.20VT1 =VT2 =R1 =VT2 =VT3 =Factor de exponj.=1.20hexcv = hcotas + 0.65hexcv = hcotas + 0.65