AulasPLANILLA DE METRADOS PROYECTO : Ampliacin C.E. INICIAL CRISTO REY

ENTIDAD : CIA DE JESUS COMUNIDAD DEL SAGRARIO Y CRISTO REY

ITEMDESCRIPCIONUnd.NMEDIDASPARCIALTOTALLARGOANCHO ALTO01OBRAS PROVISIONALES01.01 ALMACEN Y OFICINA (70 M2)GLB70.001.00area=70.0070.00

01.02 CERCO PERIMETRICO CON CALAMINA H=2.80 M.m186.001.00186.00186.00

01.03 VESTUARIOS Y COMEDOR PARA OBREROS (90 M2)GLB90.001.00area=90.0090.00

02OBRAS PRELIMINARES02.01 TRAZO Y REPLANTEO DE TERRENO CON EQUIPOm21,629.101.001,629.101,629.10

02.02 MOVILIZACION Y DESMOVILIZACION DE MATERIAL, HERRAMIENTAS Y EQUIPOest1.001.001.00

02.03 AGUA PARA LA OBRAGLB1.001.001.00

03MOVIMIENTO DE TIERRAS03.01 EXCAVACION DE ZANJAS PARA CIMIENTOS CORRIDOS EN TERRENO SEMISUELTO H=0.90 Mm3146.22eje 12.008.540.600.909.222.001.700.430.901.32entre 1 y 22.001.750.600.901.89eje 22.002.480.600.902.68eje 32.003.380.600.903.65eje 42.009.100.600.909.83eje 62.007.130.600.907.70eje 82.009.650.600.9010.42eje 92.003.380.600.903.65eje 102.002.480.600.902.68entre 10 y 112.001.750.600.901.89eje 112.008.510.600.909.192.001.700.430.901.32eje a'2.006.650.600.907.18eje a2.006.650.600.907.18fuera de eje a2.009.900.600.9010.692.004.010.380.902.74entre a y b2.005.800.500.804.642.001.800.600.901.94entre a' y b'2.005.800.500.804.642.001.800.600.901.94eje b2.006.150.600.906.64eje b'2.006.150.600.906.64entre c y d2.009.900.600.9010.692.004.010.380.902.74eje d2.005.000.600.905.402.001.680.380.901.15eje d'2.005.000.600.905.402.001.680.380.901.15

03.02 EXCAVACION DE ZANJAS PARA ZAPATAS EN TERRENO SEMISUELTO H=1.80 M.m3239.02z-130.001.200.901.8058.32z-216.001.951.101.8061.78z-34.001.901.551.8021.20z-44.001.601.601.8018.43z-54.001.301.501.8014.04z-64.001.600.901.8010.37z-74.001.801.501.8019.44z-816.000.800.801.8018.43z-94.002.251.051.8017.01

03.03 EXCAVACION DE ZANJAS PARA VIGAS DE CIMENTACIN H=1.10 Mm335.92eje a -a'2.0012.060.451.1011.94eje c - c'2.0012.060.451.1011.94eje d - d'2.0012.160.451.1012.04

03.04 EXCAVACION DE ZANJAS PARA TANQUE CISTERNA EN TERRENO SEMISUELTO H=2.65 M.m320.671.002.603.002.6520.67

03.05 NIVELACION INTERIOR Y APISONADO PARA FALSO PISO CON EQUIPO (INCL. PATIO)m2927.04area 12.00area=231.76463.52area 22.00area=231.76463.52

03.06 RELLENO Y COMPACTACION CON MATERIAL PROPIO H=0.35 M.m3113.14z-130.00area=0.941.0028.28z-216.00area=1.801.0028.80z-34.00area=2.471.009.88z-44.00area=2.171.008.69z-54.00area=1.641.006.55z-64.00area=1.221.004.86z-74.00area=2.261.009.05z-816.00area=0.571.009.04z-94.00area=2.001.008.00

03.07 CORTE SUPERFICIAL LATERAL CON MAQUINARIA H=0.40 M.m3858.801.002,147.000.40858.80

03.08 ACARREO MANUAL DE DESMONTE D=50 M.m3410.851.00vol=328.681.25410.85

03.09 ELIMINACION DE MATERIAL EXCEDENTE CON MAQUINAm3410.851.00vol=328.681.25410.85

04OBRAS DE CONCRETO SIMPLE (CONCRETO INSITU)04.01 SOLADO PARA ZAPATAS E=8" MEZCLA 1:12 C:Hm328.14z-130.001.200.900.206.48z-216.001.951.100.206.86z-34.001.901.550.202.36z-44.001.601.600.202.05z-54.001.301.500.201.56z-64.001.600.900.201.15z-74.001.801.500.202.16z-816.000.800.800.202.05z-94.002.251.050.201.89base de tanque cisterna1.00area=5.280.301.58

04.02 CIMIENTOS CORRIDOS 1:10+30% P.G.m3174.92eje 12.009.680.600.9010.452.001.700.430.901.32entre 1 y 22.001.750.600.901.89eje 22.003.050.600.903.29eje 32.003.830.600.904.14eje 42.0011.560.600.9012.48eje 62.008.560.600.909.24eje 82.0012.760.600.9013.78eje 92.003.950.600.904.27eje 102.003.050.600.903.29entre 10 y 112.001.750.600.901.89eje 112.0010.350.600.9011.182.001.030.600.901.11eje a'2.008.600.600.909.29eje a2.008.600.600.909.29fuera de eje a2.0011.600.600.9012.532.002.290.600.902.47entre a y b2.006.620.500.805.302.002.400.600.902.59entre a' y b'2.006.620.500.805.302.002.400.600.902.59eje b2.008.250.600.908.91eje b'2.008.250.600.908.91entre c y d2.0011.600.600.9012.532.002.290.600.902.47eje d2.006.670.600.907.20eje d'2.006.670.600.907.20

04.03 SOBRECIMIENTOS: CONCRETO 1:8+25% P.M.m319.51corte 1-1'eje a2.0017.200.250.403.442.0014.000.250.402.80entre a y b2.003.000.250.400.60eje b2.004.800.250.400.96eje c2.0014.000.250.402.80eje d2.0014.000.250.402.80eje 12.0011.550.250.402.31eje 112.0011.550.250.402.31corte 3-3'entre a y b2.0010.000.150.401.20entre 1 y 22.001.200.150.400.14entre 10 y 112.001.200.150.400.14

04.04 SOBRECIMIENTOS: ENCOFRADO Y DESENCOFRADO NORMALm2164.00corte 1-1'eje a4.0017.200.4027.524.0014.000.4022.40entre a y b4.003.000.404.80eje b4.004.800.407.68eje c4.0014.000.4022.40eje d4.0014.000.4022.40eje 14.0011.550.4018.48eje 114.0011.550.4018.48corte 3-3'entre a y b4.0010.000.4016.00entre 1 y 24.001.200.401.92entre 10 y 114.001.200.401.92

04.05 FALSO PISO E=4" C:H 1:8m2927.04area 12.00area=231.76463.52area 22.00area=231.76463.52

05OBRAS DE CONCRETO ARMADO (CONCRETO INSITU)05.01 ZAPATAS: CONCRETO F'C= 210 KG/CM2m379.67z-130.001.200.900.6019.44z-216.001.951.100.6020.59z-34.001.901.550.607.07z-44.001.601.600.606.14z-54.001.301.500.604.68z-64.001.600.900.603.46z-74.001.801.500.606.48z-816.000.800.800.606.14z-94.002.251.050.605.67

05.02 ZAPATAS: ACERO FY=4200 KG/CM2kg1,650.971.00ver planilla de metrados de acero=1,650.97

05.03 SOBRECIMIENTOS REFORZADO: CONCRETO F'C=175 KG/CM2m311.14eje 22.003.050.250.400.61eje 32.003.950.250.400.79eje 42.0011.560.250.402.31eje 62.008.560.250.401.71eje 82.0011.560.250.402.31eje 92.003.950.250.400.79eje 102.003.050.250.400.61eje b2.0010.000.250.402.00

05.04 SOBRECIMIENTO REFORZADO: ACERO FY=4200 KG/CM2kg871.241.00ver planilla de metrados de acero=871.24

05.05 SOBRECIMIENTO REFORZADO: ENCOFRADO Y DESENCOFRADO NORMALm289.09eje 24.003.050.404.88eje 34.003.950.406.32eje 44.0011.560.4018.50eje 64.008.560.4013.70eje 84.0011.560.4018.50eje 94.003.950.406.32eje 104.003.050.404.88eje b4.0010.000.4016.00

05.06 VIGAS DE CIMENTACION: CONCRETO F'C= 210 KG/CM2m315.86eje a''2.0015.100.250.705.29eje c2.0015.100.250.705.29eje d2.0015.100.250.705.29

05.07 VIGA DE CIMENTACION: ACERO FY=4200 KG/CM2kg3,429.181.00ver planilla de metrados de acero=3,429.18

05.08 VIGA DE CIMENTACION: ENCOFRADO Y DESENCOFRADO NORMALm2126.84eje a''4.0015.100.7042.28eje c4.0015.100.7042.28eje d4.0015.100.7042.28

05.09 COLUMNAS: CONCRETO F'C=210 KG/CM2m341.95c-112.000.550.253.555.864.000.550.253.802.094.000.550.253.842.114.000.550.253.752.064.000.550.254.042.22c-24.00area=0.443.756.56c-34.00area=0.394.236.56c-44.00area=0.513.557.19c-54.000.900.253.653.29c-64.00area=0.314.385.48c-712.000.300.253.553.204.000.300.254.001.20

05.10 COLUMNAS: ACERO FY=4200 KG/CM2kg10,840.931.00ver planilla de metrados de acero=10,840.93

05.11 COLUMNAS: ENCOFRADO Y DESENCOFRADO CARAVISTAm2506.58c-112.001.603.5568.164.001.603.8024.324.001.603.8424.584.001.603.7524.004.001.604.0425.86c-24.004.003.7560.00c-34.003.604.2360.91c-44.004.803.5568.16c-54.002.303.6533.58c-64.003.004.3852.56c-712.001.103.5546.864.001.104.0017.60

05.12 MUROS DE CORTE: CONCRETO F'C= 210 KG/CM2m328.65p-12.001.450.253.552.572.001.450.254.703.41p-24.001.150.303.554.904.001.150.304.436.114.001.150.304.706.494.001.150.303.755.18

05.13 MUROS DE CORTE: ACERO FY=4200 KG/CM2kg5,343.991.00ver planilla de metrados de acero=5,343.99

05.14 MUROS DE CORTE: ENCOFRADO Y DESENCOFRADO CARAVISTAm2246.69p-12.003.403.5524.142.003.404.7031.96p-24.002.903.5541.184.002.904.4351.394.002.904.7054.524.002.903.7543.50

05.15 VIGAS: CONCRETO F'C=210 KG/CM2m3119.77en aulasv-101eje 22.003.350.250.400.672.002.100.250.200.21eje 32.004.250.250.400.852.001.200.250.200.12eje 92.004.250.250.400.852.001.200.250.200.12eje 102.003.350.250.400.672.002.100.250.200.21v-102eje a2.009.950.250.401.99eje a'2.009.950.250.401.99eje 12.005.450.250.401.09eje 112.005.450.250.401.09v-103eje 42.0016.300.250.705.71debajo de viga2.006.250.250.401.252.002.520.250.550.69eje 82.0016.300.250.705.712.006.250.250.401.252.002.520.250.550.69eje b2.0010.200.250.703.572.000.900.250.550.25eje b'2.0010.200.250.703.572.000.900.250.550.25entre 1 y 22.009.600.250.552.642.009.350.250.703.272.002.500.250.550.69entre 10 y 112.009.600.250.552.642.009.350.250.703.272.002.500.250.550.69eje 62.009.350.250.703.272.002.500.250.550.69eje c2.0018.950.250.555.212.0018.950.250.706.63eje d2.006.950.250.551.912.009.600.250.703.362.001.500.250.550.412.000.500.250.550.142.006.950.250.551.912.009.600.250.703.362.001.500.250.550.412.000.500.250.550.14v-104eje a''2.0018.950.250.807.58v-105entre a y b2.005.900.300.200.712.005.900.300.200.71v-106eje 52.009.350.300.703.932.002.500.300.550.83eje 72.009.350.300.703.932.002.500.300.550.83eje 32.009.100.300.703.82eje 92.009.100.300.703.82v-107eje 1'2.0012.100.200.552.66entre 4 y 52.006.450.200.551.42entre 7 y 82.006.450.200.551.42eje 11'2.0012.100.200.552.66entre c y d2.0017.600.200.553.87eje d''2.0020.800.200.554.58vsentre a y b2.001.400.200.250.14vb2.008.600.200.250.862.008.600.200.250.862.008.600.200.250.862.008.600.200.250.86

05.16 VIGAS: ACERO FY=4200 KG/CM2kg21,739.911.00ver planilla de metrados de acero=21,739.91

05.17 VIGAS: ENCOFRADO Y DESENCOFRADO CARAVISTAm2746.77en aulasv-101eje 24.003.350.202.682.003.350.251.682.002.100.251.05eje 34.004.250.203.402.004.250.252.132.001.200.250.60eje 94.004.250.203.402.004.250.252.132.001.200.250.60eje 104.003.350.202.682.003.350.251.682.002.100.251.05v-102eje a4.009.950.207.962.009.950.254.98eje a'4.009.950.207.962.009.950.254.98eje 14.005.450.204.362.005.450.252.73eje 114.005.450.204.362.005.450.252.73v-103eje 44.009.600.4517.282.009.600.254.804.006.930.4512.472.006.930.253.474.002.520.303.022.002.520.251.26eje 84.009.600.4517.282.009.600.254.804.006.930.4512.472.006.930.253.474.002.520.303.022.002.520.251.26eje b4.0010.200.4518.362.0010.200.255.104.000.900.301.082.000.900.250.454.0010.200.4518.362.0010.200.255.104.000.900.301.082.000.900.250.45entre 1 y 24.006.950.308.342.006.950.253.484.009.350.4516.832.009.350.254.684.002.500.303.002.002.500.251.25entre 10 y 114.006.950.308.342.006.950.253.484.009.350.4516.832.009.350.254.684.002.500.303.002.002.500.251.25eje 64.009.350.4516.832.009.350.254.684.002.500.303.002.002.500.251.25eje c4.0013.550.3016.262.0013.550.256.784.0018.450.4533.212.0018.450.259.23eje d4.006.950.308.342.006.950.253.484.006.950.308.342.006.950.253.484.009.600.4517.282.009.600.254.804.001.500.301.802.001.500.250.754.000.500.300.602.000.500.250.254.009.600.4517.282.009.600.254.804.001.500.301.802.001.500.250.754.000.500.300.602.000.500.250.25v-104eje a''4.0018.950.5541.69eje a''2.0018.950.259.48v-105entre a y b2.005.900.303.542.005.900.303.54v-106eje 54.009.350.4516.832.009.350.305.614.002.500.303.002.002.500.301.50eje 74.009.350.4516.832.009.350.305.614.002.500.303.002.002.500.301.50eje 34.009.100.4516.382.009.100.305.46eje 94.009.100.4516.382.009.100.305.46v-107eje 1'4.0012.100.3014.522.0012.100.204.84entre 4 y 54.006.450.307.742.006.450.202.58entre 7 y 84.006.450.307.742.006.450.202.58eje 11'4.0012.100.3014.522.0012.100.204.84entre c y d4.0017.600.3021.122.0017.600.207.04eje d''4.0020.800.3024.962.0020.800.208.32vsentre a y b2.001.400.200.56vb2.008.600.254.302.008.600.203.442.008.600.254.302.008.600.203.442.008.600.254.302.008.600.203.442.008.600.254.302.008.600.203.44

05.18 LOSA ALIGERADA: CONCRETO F'C=210 KG/CM2m321.76114.5193.362.00area=96.740.2038.702.00area=381.860.25190.93

05.19 LOSA ALIGERADA: ACERO FY=4200 KG/CM2kg8,226.591.00ver planilla de metrados de acero=8,226.59

05.20 LOSA ALIGERADA: ENCOFRADO Y DESENCOFRADOm2957.202.00area=96.74193.482.00area=381.86763.72

05.21 LOSA ALIGERADA: LADRILLO DE ARCILLA 15X30X30 CM und1,611.692.00area=96.748.331,611.69

05.22 LOSA ALIGERADA: LADRILLO DE ARCILLA 20X30X30 CMund6,361.792.00area=381.868.336,361.79

05.23 LOSAS MACIZAS: CONCRETO F'C=210 KG/CM2m311.662.00area=29.160.2011.66

05.24 LOSAS MACIZAS: ACERO FY=4200 KG/CM2kg1,045.391.00ver planilla de metrados de acero=1,045.39

05.25 LOSAS MACIZAS: ENCOFRADO Y DESENCOFRADO NORMALm258.322.00area=29.1658.32

05.26 TANQUE CISTERNA: F'C=210 KG/CM2m37.04base1.00area=7.800.201.56muros1.00area=2.081.954.06tapa1.00area=7.140.201.43

05.27 TANQUE CISTERNA: ACERO FY=4200 KG/CM2kg525.651.00ver planilla de metrados de acero=525.65

05.28 TANQUE CISTERNA: ENCOFRADO Y DESENCOFRADOm223.96muros1.009.601.9518.72tapa1.00area=5.245.24

06MUROS Y TABIQUES DE ALBAILERIA06.01 MURO DE LADRILLO TIPO HERCULES I APAREJO CABEZAm2590.48eje 22.003.052.1513.12-0.25eje 32.003.952.1516.99eje 42.0011.563.2976.06eje 62.008.562.8448.62eje 82.0011.563.2976.06eje 92.003.952.1516.99eje 102.003.052.1513.12eje b2.0014.802.3569.56

corte 1-1'eje a2.0017.201.6556.762.0014.000.5515.40entre a y b2.003.002.3514.10eje b2.0014.802.3569.56eje c2.002.402.3511.28eje c2.0011.600.5512.76con protector metalicoeje d2.002.402.7012.96eje d2.0011.600.5512.76con protector metalicoeje 12.004.551.6515.02eje 12.005.801.0512.18eje 112.004.551.6515.02eje 112.005.801.0512.18

06.02 MURO DE LADRILLO TIPO HERCULES I APAREJO SOGAm258.28corte 3-3'entre a y b2.0010.002.3547.00entre 1 y 22.001.202.355.64entre 10 y 112.001.202.355.64

06.03 ACERO 1/4" REFUERZO HORIZONTAL EN MUROSkg1,856.001.001,856.00

07REVOQUES ENLUCIDOS Y MOLDURAS07.01 TARRAJEO EN MUROS INTERIORES Y EXTERIORES C:A 1:5m21,297.52eje 24.003.052.1526.23-0.25eje 34.003.952.1533.97eje 44.0011.563.29152.13eje 64.008.562.8497.24eje 84.0011.563.29152.13eje 94.003.952.1533.97eje 104.003.052.1526.23eje b4.0014.802.35139.12

corte 1-1'eje a4.0017.201.65113.524.0014.000.5530.80entre a y b4.003.002.3528.20eje b4.0014.802.35139.12eje c4.002.402.3522.56eje c4.0011.600.5525.52con protector metalicoeje d4.002.402.7025.92eje d4.0011.600.5525.52con protector metalicoeje 14.004.551.6530.03eje 14.005.801.0524.36eje 114.004.551.6530.03eje 114.005.801.0524.36

corte 3-3'entre a y b4.0010.002.3594.00entre 1 y 24.001.202.3511.28entre 10 y 114.001.202.3511.28

07.02 TARRAJEO DE SOBRECIMIENTOS C:A 1:5m2170.58eje 24.003.050.253.05eje 34.003.950.253.95eje 44.0011.560.2511.56eje 64.008.560.258.56eje 84.0011.560.2511.56eje 94.003.950.253.95eje 104.003.050.253.05eje b4.0014.800.2514.80corte 1-1'eje a4.0017.200.2517.204.0014.000.2514.00entre a y b4.003.000.253.00eje b4.0014.800.2514.80eje c4.002.400.252.40eje c4.0011.600.2511.60eje d4.002.400.252.40eje d4.0011.600.2511.60eje 14.004.550.254.55eje 14.005.800.255.80eje 114.004.550.254.55eje 114.005.800.255.80corte 3-3'entre a y b4.0010.000.2510.00entre 1 y 24.001.200.251.20entre 10 y 114.001.200.251.20

07.03 TARRAJEO DE COLUMNAS - MUROS DE CORTE (ACABADO NORMAL) C:A 1:5m2374.04c-112.001.602.4046.084.001.602.6516.964.001.602.6917.224.001.602.6016.644.001.602.8918.50c-24.004.002.6041.60c-34.003.603.0844.35c-44.004.802.4046.08c-54.002.302.5023.00c-64.003.003.2338.76c-712.001.102.4031.684.001.102.8512.54muros de cortep-12.001.450.252.401.742.001.450.253.552.57p-24.001.150.302.403.314.001.150.303.284.534.001.150.303.554.904.001.150.302.603.59

07.04 TARRAJEO DE VIGAS (ACABADO NORMAL) C:A 1:5m2746.77en aulasv-101eje 24.003.350.202.682.003.350.251.682.002.100.251.05eje 34.004.250.203.402.004.250.252.132.001.200.250.60eje 94.004.250.203.402.004.250.252.132.001.200.250.60eje 104.003.350.202.682.003.350.251.682.002.100.251.05v-102eje a4.009.950.207.962.009.950.254.98eje a'4.009.950.207.962.009.950.254.98eje 14.005.450.204.362.005.450.252.73eje 114.005.450.204.362.005.450.252.73v-103eje 44.009.600.4517.282.009.600.254.804.006.930.4512.472.006.930.253.474.002.520.303.022.002.520.251.26eje 84.009.600.4517.282.009.600.254.804.006.930.4512.472.006.930.253.474.002.520.303.022.002.520.251.26eje b4.0010.200.4518.362.0010.200.255.104.000.900.301.082.000.900.250.454.0010.200.4518.362.0010.200.255.104.000.900.301.082.000.900.250.45entre 1 y 24.006.950.308.342.006.950.253.484.009.350.4516.832.009.350.254.684.002.500.303.002.002.500.251.25entre 10 y 114.006.950.308.342.006.950.253.484.009.350.4516.832.009.350.254.684.002.500.303.002.002.500.251.25eje 64.009.350.4516.832.009.350.254.684.002.500.303.002.002.500.251.25eje c4.0013.550.3016.262.0013.550.256.784.0018.450.4533.212.0018.450.259.23eje d4.006.950.308.342.006.950.253.484.006.950.308.342.006.950.253.484.009.600.4517.282.009.600.254.804.001.500.301.802.001.500.250.754.000.500.300.602.000.500.250.254.009.600.4517.282.009.600.254.804.001.500.301.802.001.500.250.754.000.500.300.602.000.500.250.25v-104eje a''4.0018.950.5541.69eje a''2.0018.950.259.48v-105entre a y b2.005.900.303.542.005.900.303.54v-106eje 54.009.350.4516.832.009.350.305.614.002.500.303.002.002.500.301.50eje 74.009.350.4516.832.009.350.305.614.002.500.303.002.002.500.301.50eje 34.009.100.4516.382.009.100.305.46eje 94.009.100.4516.382.009.100.305.46v-107eje 1'4.0012.100.3014.522.0012.100.204.84entre 4 y 54.006.450.307.742.006.450.202.58entre 7 y 84.006.450.307.742.006.450.202.58eje 11'4.0012.100.3014.522.0012.100.204.84entre c y d4.0017.600.3021.122.0017.600.207.04eje d''4.0020.800.3024.962.0020.800.208.32vsentre a y b2.001.400.200.56vb2.008.600.254.302.008.600.203.442.008.600.254.302.008.600.203.442.008.600.254.302.008.600.203.442.008.600.254.302.008.600.203.44

07.05 VESTIDURA DE DERRAMES EN PUERTAS, VENTANAS Y VANOS.m76.802.0038.4076.80

07.06 TARRAJEO RAYADO C:A 1:5m2197.402.0047.002.10197.40

08CIELO RASO08.01 CIELO RASO CON MEZCLA DE C:A 1:5m21,015.522.00area=96.74193.482.00area=381.86763.72

2.00area=29.1658.32

09PISOS Y PAVIMENTOS09.01 PISO DE PORCELANATO COLOR CLARO 60x60 CM.m2927.042.00area=463.52927.04

10ZOCALOS Y CONTRAZOCALOS10.01 REVESTIMIENTO DE MUROS CON CERAMICO COLOR CLARO H = SEGN DISEOm2512.232.0047.002.10197.402.0074.962.10314.83

11VIDRIOS11.01 VENTANAS DEL TIPO SISTEMA VIDRIO 8MM TEMPLADO (INCL. MARCO Y COLOCACIN)m2184.992.005.801.6018.562.005.800.687.892.005.801.6018.562.005.800.687.892.005.801.6018.562.005.800.687.892.005.801.6018.562.005.800.687.892.005.801.6018.562.005.800.687.892.005.801.6018.562.005.800.687.892.0017.200.5017.202.009.100.509.10

12CARPINTERIA DE MADERA12.01 PUERTA DE MADERA CEDRO TIPO CONTRAPLACADA E=45 MM.m2109.682.000.902.604.682.000.902.604.682.000.902.604.682.000.902.604.682.000.902.604.682.001.202.606.242.000.902.604.682.000.902.604.682.000.902.604.682.000.902.604.682.000.902.604.682.001.202.606.242.001.803.5012.602.001.803.5012.602.001.803.5012.602.001.803.5012.60

13CARPINTERIA METALICA13.01 PROTECTOR METLICO PARA VENTANAS SEGN DISEOm2111.3612.005.801.60111.36

13.02 TABIQUE DE ALUMINIO Y MELAMINA EN SSHH H=1.80 M.m2115.782.0018.091.6057.892.0018.091.6057.89

14CERRAJERIA14.01 BISAGRA ALUMINIZADA 4" EN PUERTASpza140.00140.00140.00

14.02 CERRADURA TIPO PERILLApza50.0050.0050.00

15PINTURA15.01 PINTURA LATEX 02 MANOS EN CIELO RASO Y VIGASm21,762.292.00area=96.74193.482.00area=381.86763.72

2.00area=29.1658.32

en aulasv-101eje 24.003.350.202.682.003.350.251.682.002.100.251.05eje 34.004.250.203.402.004.250.252.132.001.200.250.60eje 94.004.250.203.402.004.250.252.132.001.200.250.60eje 104.003.350.202.682.003.350.251.682.002.100.251.05v-102eje a4.009.950.207.962.009.950.254.98eje a'4.009.950.207.962.009.950.254.98eje 14.005.450.204.362.005.450.252.73eje 114.005.450.204.362.005.450.252.73v-103eje 44.009.600.4517.282.009.600.254.804.006.930.4512.472.006.930.253.474.002.520.303.022.002.520.251.26eje 84.009.600.4517.282.009.600.254.804.006.930.4512.472.006.930.253.474.002.520.303.022.002.520.251.26eje b4.0010.200.4518.362.0010.200.255.104.000.900.301.082.000.900.250.454.0010.200.4518.362.0010.200.255.104.000.900.301.082.000.900.250.45entre 1 y 24.006.950.308.342.006.950.253.484.009.350.4516.832.009.350.254.684.002.500.303.002.002.500.251.25entre 10 y 114.006.950.308.342.006.950.253.484.009.350.4516.832.009.350.254.684.002.500.303.002.002.500.251.25eje 64.009.350.4516.832.009.350.254.684.002.500.303.002.002.500.251.25eje c4.0013.550.3016.262.0013.550.256.784.0018.450.4533.212.0018.450.259.23eje d4.006.950.308.342.006.950.253.484.006.950.308.342.006.950.253.484.009.600.4517.282.009.600.254.804.001.500.301.802.001.500.250.754.000.500.300.602.000.500.250.254.009.600.4517.282.009.600.254.804.001.500.301.802.001.500.250.754.000.500.300.602.000.500.250.25v-104eje a''4.0018.950.5541.69eje a''2.0018.950.259.48v-105entre a y b2.005.900.303.542.005.900.303.54v-106eje 54.009.350.4516.832.009.350.305.614.002.500.303.002.002.500.301.50eje 74.009.350.4516.832.009.350.305.614.002.500.303.002.002.500.301.50eje 34.009.100.4516.382.009.100.305.46eje 94.009.100.4516.382.009.100.305.46v-107eje 1'4.0012.100.3014.522.0012.100.204.84entre 4 y 54.006.450.307.742.006.450.202.58entre 7 y 84.006.450.307.742.006.450.202.58eje 11'4.0012.100.3014.522.0012.100.204.84entre c y d4.0017.600.3021.122.0017.600.207.04eje d''4.0020.800.3024.962.0020.800.208.32vsentre a y b2.001.400.200.56vb2.008.600.254.302.008.600.203.442.008.600.254.302.008.600.203.442.008.600.254.302.008.600.203.442.008.600.254.302.008.600.203.44

15.02 PINTURA LATEX 02 MANOS EN MUROS Y COLUMNASm21,671.56c-112.001.602.4046.084.001.602.6516.964.001.602.6917.224.001.602.6016.644.001.602.8918.50c-24.004.002.6041.60c-34.003.603.0844.35c-44.004.802.4046.08c-54.002.302.5023.00c-64.003.003.2338.76c-712.001.102.4031.684.001.102.8512.54muros de cortep-12.001.450.252.401.742.001.450.253.552.57p-24.001.150.302.403.314.001.150.303.284.534.001.150.303.554.904.001.150.302.603.59

eje 24.003.052.1526.23eje 34.003.952.1533.97eje 44.0011.563.29152.13eje 64.008.562.8497.24eje 84.0011.563.29152.13eje 94.003.952.1533.97eje 104.003.052.1526.23eje b4.0014.802.35139.12

corte 1-1'eje a4.0017.201.65113.524.0014.000.5530.80entre a y b4.003.002.3528.20eje b4.0014.802.35139.12eje c4.002.402.3522.56eje c4.0011.600.5525.52eje d4.002.402.7025.92eje d4.0011.600.5525.52eje 14.004.551.6530.03eje 14.005.801.0524.36eje 114.004.551.6530.03eje 114.005.801.0524.36

corte 3-3'entre a y b4.0010.002.3594.00entre 1 y 24.001.202.3511.28entre 10 y 114.001.202.3511.28

15.03 PINTURA LATEX 02 MANOS EN SOBRECIMIENTOSm2170.58eje 24.003.050.253.05eje 34.003.950.253.95eje 44.0011.560.2511.56eje 64.008.560.258.56eje 84.0011.560.2511.56eje 94.003.950.253.95eje 104.003.050.253.05eje b4.0014.800.2514.80corte 1-1'eje a4.0017.200.2517.204.0014.000.2514.00entre a y b4.003.000.253.00eje b4.0014.800.2514.80eje c4.002.400.252.40eje c4.0011.600.2511.60eje d4.002.400.252.40eje d4.0011.600.2511.60eje 14.004.550.254.55eje 14.005.800.255.80eje 114.004.550.254.55eje 114.005.800.255.80corte 3-3'entre a y b4.0010.000.2510.00entre 1 y 24.001.200.251.20entre 10 y 114.001.200.251.20

16OBRAS VARIAS16.01 COBERTURA LADRILLO PASTELERO ASENTADO C/MEZCLA C:A 1:5m21,246.922.00area=623.461,246.92

17APARATOS Y ACCESORIOS SANITARIOS17.01 INODORO TANQUE BAJO COLOR (GRAVEDAD)pza36.0036.0036.00

17.02 URINARIOS DE LOZA (GRAVEDAD)pza16.0016.0016.00

17.03 DUCHAS CROMADAS DE CABEZA GIRATORIA (INCL. MEZCLAD.)pza8.008.008.00

17.04 LAVATORIO DE PARED BLANCO 1 LLAVEpza12.0012.0012.00

17.05 LAVADERO CORRIDO DE CONCRETO H=0.90 Mpza4.004.004.00

18RED DE DESAGUE18.01 SALIDA DE DESAGUE EN PVCpto64.002.0032.0064.00

18.02 SALIDAS DE PVC SAL PARA VENTILACION DE 2"pto36.002.0018.0036.00

18.03 CAJA DE REGISTRO DE DESAGUE 12" X 24"pza2.001.002.002.00

18.04 CAJA DE REGISTRO DE DESAGUE 24" X 24"pza6.001.006.006.00

18.05 TUBERIA DE PVC SAL 6"x5M (INCL. INSTALACION)m54.631.0054.6354.63

18.06 TUBERIA DE PVC SAL 4"x3M (INCL. INSTALACION)m76.221.0076.2276.22

18.07 TUBERIA DE PVC SAL 2"x3M (INCL. INSTALACION)m174.431.00174.43174.43

18.08 SUMIDEROS DE 2" (INCL. INSTALACION)pza24.001.0024.0024.00

18.09 REGISTROS DE BRONCE DE 4" (INCL. INSTALACION)pza36.002.0018.0036.00

18.10 PRUEBA HIDRAULICA GENERALm305.28305.28305.28

19RED DE AGUA POTABLE19.01 SALIDA DE AGUA FRIA CON TUBERIA DE PVC-SAP 3/4" C-10pto112.002.0056.00112.00

19.02 RED DE DISTRIBUCION TUBERIA AGUA FRIA DE 3/4" PVC-SAP C-10m324.161.00324.16324.16

19.03 RED DE DISTRIBUCION TUBERIA AGUA FRIA DE 1" PVC-SAP C-10m73.161.0073.1673.16

19.04 VALVULAS DE COMPUERTA DE BRONCE DE 3/4"pza28.002.0014.0028.00

19.05 PRUEBA HIDRAULICA GENERALm397.321.00397.32397.32

19.06 TANQUE ELEVADO PREFABRICADO 2.50 M3 (INCL. ACCESORIOS)pza2.002.002.00

20RED DE DESAGUE EXTERIOR20.01 EXCAVACION CON MAQUINA P/TUB. 6" H