Hoja1HOJA DE METRADOSPRYECTO :"MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS DE LA I.E. MARIA PARADO DE BELLIDO DEL DISTRITO DE YANACANCHA - PASCO - PASCO"

FECHA :6/12/15DSITRITO:YANACANCHACONSULTOR :ING. A.S.G.PROVINCIA :PASCOREGION:PASCO

NDESCRIPCIONUNDCANTN VECESMEDIDASSUB TOTAL TOTALAcero Kg/mlANCHOLARGO ALTO1/4"0.243/8"0.5601CONSTRUCCIONES PROVISIONALES12 mm0.8901.01HABILITACION DE ALMACEN Y GUARDIANIAGLB1.001.001.001.001.001/2"0.995/8"1.5501.02INSTALACION PROVISIONAL DE ENERGIA ELECTRICA GLB1.001.001.001.001.003/4"2.241"3.9701.03CARTEL DE OBRAUND1.001.001.001.001.00

01.04FLETE TERRESTRE GLOBALGLB1.001.001.001.00

01.05OBRAS PROVISIONALES, CONTROL DE CALIDAD, SEGURIDAD Y SALUD

01.05.01AMBIENTE PARA VESTUARIO PERSONAL OBREROM21.0030.0030.0030.00

01.05.02SERVICIOS HIGIENICOS PROVICIONALESM21.002.002.002.00

01.05.03DISEOS DE MEZCLASGLB1.005.005.005.00

01.05.04PRUEBA DE DENSIDAD DE CAMPOUND1.005.005.005.00

01.05.05ENSAYO DE RESISTENCIA A LA COMPRESION DEL CONCRETOUND30.001.0030.0030.00

01.05.06PRUEBA ELECTRICApto1.00180.00180.00180.00

01.05.07PLACA RECORDATORIA ACRILICA DE 0.55X0.45Mpza1.001.001.001.00

01.05.08DEMOLICION DE CONSTRUCCION EXISTENTEML1.001.001.001.00

01.05.09CERCO PROVISIONAL DE SEGURIDADML1.00200.00200.00200.0002BLOQUE AULA Y CENTRO DE COMPUTO - ESTRUCTURAS

02.01.ESTRUCTURAS

02.01.01.TRABAJOS PRELIMINARES

02.01.01.01NIVELACION, TRAZO Y REPLANTEO PRELIMIARm2161.981.001.007.8018.60145.081.001.001.3013.0016.90

02.01.01.02.REPLANTEO DURANTE EL PROCESO DE CONSTRUCCIONm2161.981.001.007.8018.60145.081.001.001.3013.0016.90

02.01.02.MOVIMIENTO DE TIERRAS

02.01.02.01EXCAVACION DE ZANJAS EN ZAPATAm353.17Z-11.002.001.251.701.456.16Z-21.003.001.401.701.5511.07Z-31.001.001.501.701.754.46Z-41.001.001.901.702.156.94Z-51.002.001.951.701.8011.93Z-61.001.001.401.701.553.69Z-71.001.003.721.706.32Z-81.001.001.401.001.852.59

02.01.02.02EXCAVACION DE ZANJAS PARA CIMIENTOSm329.801er Piso eje 1-1, 3-3 y 6-62.003.001.100.752.8013.86eje 4-41.001.001.100.752.802.311.001.001.100.750.340.281.001.001.100.750.820.671ero Piso eje A entre 1-1 y 2-21.001.000.400.753.150.95entre 2-2 y 3-31.001.000.400.752.150.651.001.000.400.750.630.19entre 3-3 y 4-41.001.000.400.752.150.651.001.000.400.750.630.19entre 4-4 y 5-51.001.000.400.752.410.72entre 5-5 y 6-61.001.000.400.751.470.441ero Piso eje C entre 1-1 y 2-21.001.000.400.753.150.95entre 2-2 y 3-31.001.000.400.751.160.351.001.000.400.750.600.181.001.000.400.750.500.15entre 3-3 y 4-41.001.000.400.751.160.351.001.000.400.750.600.181.001.000.400.750.500.15entre 4-4 y 5-51.001.000.400.750.800.24entre 5-5 y 6-61.001.000.400.751.470.44Interior

entre ejes 4-5 y A-B1.001.000.400.751.960.591.001.000.400.753.200.961.001.000.400.751.710.51entre ejes 4-5 y B-C1.001.000.400.751.440.431.001.000.400.751.230.371.001.000.400.750.450.14entre ejes 5-6 y B-C1.001.000.400.750.920.281.001.000.400.752.000.60

1er Piso SSHH entre ejes 5-6 y A-C1.001.000.400.750.420.131.002.000.400.751.140.681.002.000.400.750.520.311.001.000.400.751.560.471.001.000.400.750.640.191.002.000.400.750.450.27

02.01.02.03RELLENO CON MATERIAL DE PROPIO MANUALm347.05Z-11.002.001.251.051.453.81Z-21.003.001.401.051.556.84Z-31.001.001.501.051.752.76Z-41.001.001.901.052.154.29Z-51.002.001.951.051.807.37Z-61.001.001.401.051.552.28Z-71.001.003.721.053.91Z-81.001.001.401.051.852.721er Piso eje 1-1, 3-3 y 6-62.003.000.850.502.807.14eje 4-41.001.000.850.502.801.191.001.000.850.500.340.141.001.000.850.500.820.351ero Piso eje A entre 1-1 y 2-21.001.000.250.253.150.20entre 2-2 y 3-31.001.000.250.252.150.131.001.000.250.250.630.04entre 3-3 y 4-41.001.000.250.252.150.131.001.000.250.250.630.04entre 4-4 y 5-51.001.000.250.252.410.15entre 5-5 y 6-61.001.000.250.251.470.091ero Piso eje C entre 1-1 y 2-21.001.000.250.253.150.20entre 2-2 y 3-31.001.000.250.251.160.071.001.000.250.250.600.041.001.000.250.250.500.03entre 3-3 y 4-41.001.000.250.251.160.071.001.000.250.250.600.041.001.000.250.250.500.03entre 4-4 y 5-51.001.000.250.250.800.05entre 5-5 y 6-61.001.000.250.251.470.09Interior

entre ejes 4-5 y A-B1.001.000.250.251.960.121.001.000.250.253.200.201.001.000.250.251.710.11entre ejes 4-5 y B-C1.001.000.250.251.440.091.001.000.250.251.230.081.001.000.250.250.450.03entre ejes 5-6 y B-C1.001.000.250.250.920.061.001.000.250.252.000.13

1er Piso SSHH entre ejes 5-6 y A-C1.001.000.400.750.420.131.002.000.400.751.140.681.002.000.400.750.520.311.001.000.400.751.560.471.001.000.400.750.640.191.002.000.400.750.450.27

02.01.02.04NIVELACION REFINE Y COMPACTADO FINAL EN AREAS DE FALSO PISOm298.771er Piso1.001.003.605.9021.241er Piso1.001.005.006.7033.501er Piso1.001.007.405.9544.03

02.01.02.05ELIMINACION DE MATERIAL EXCEDENTEm344.911.251.0082.9747.0544.91

02.01.03OBRAS DE CONCRETO SIMPLE

02.01.03.01SOLADOS

02.01.03.01.01SOLADO 1:12 CEM/HORMm232.35Z-11.002.001.251.453.63Z-21.003.001.401.556.51Z-31.001.001.501.752.63Z-41.001.001.902.154.09Z-51.002.001.951.807.02Z-61.001.001.401.552.17Z-71.001.003.723.72Z-81.001.001.401.852.5902.01.03.02CIMIENTOS CORRIDOS

02.01.03.02.01CONCRETO PARA CIMIENTOS 1:10+30%PGm323.841er Piso eje 1-1, 3-3 y 6-62.003.001.100.602.8011.09eje 4-41.001.001.100.602.801.851.001.001.100.600.340.221.001.001.100.600.820.541ero Piso eje A entre 1-1 y 2-21.001.000.400.603.150.76entre 2-2 y 3-31.001.000.400.602.150.521.001.000.400.600.630.15entre 3-3 y 4-41.001.000.400.602.150.521.001.000.400.600.630.15entre 4-4 y 5-51.001.000.400.602.410.58entre 5-5 y 6-61.001.000.400.601.470.351ero Piso eje C entre 1-1 y 2-21.001.000.400.603.150.76entre 2-2 y 3-31.001.000.400.601.160.281.001.000.400.600.600.141.001.000.400.600.500.12entre 3-3 y 4-41.001.000.400.601.160.281.001.000.400.600.600.141.001.000.400.600.500.12entre 4-4 y 5-51.001.000.400.600.800.19entre 5-5 y 6-61.001.000.400.601.470.35Interior

entre ejes 4-5 y A-B1.001.000.400.601.960.471.001.000.400.603.200.771.001.000.400.601.710.41entre ejes 4-5 y B-C1.001.000.400.601.440.341.001.000.400.601.230.301.001.000.400.600.450.11entre ejes 5-6 y B-C1.001.000.400.600.920.221.001.000.400.602.000.48

1er Piso SSHH entre ejes 5-6 y A-C1.001.000.400.600.420.101.002.000.400.601.140.551.002.000.400.600.520.251.001.000.400.601.560.371.001.000.400.600.640.151.002.000.400.600.450.22

02.01.03.03SOBRECIMIENTOS

02.01.03.03.01CONCRETO EN SOBRECIMIENTO1:8 +25%PMm34.471er Piso eje 1-1, 3-3 y 6-62.003.000.250.402.801.68eje 4-41.001.000.250.402.800.281.001.000.250.400.340.031.001.000.250.400.820.081ero Piso eje A entre 1-1 y 2-21.001.000.150.403.150.19entre 2-2 y 3-31.001.000.150.402.150.131.001.000.150.400.630.04entre 3-3 y 4-41.001.000.150.402.150.131.001.000.150.400.630.04entre 4-4 y 5-51.001.000.150.402.410.14entre 5-5 y 6-61.001.000.150.401.470.091ero Piso eje C entre 1-1 y 2-21.001.000.150.403.150.19entre 2-2 y 3-31.001.000.150.401.160.071.001.000.150.400.600.041.001.000.150.400.500.03entre 3-3 y 4-41.001.000.150.401.160.071.001.000.150.400.600.041.001.000.150.400.500.03entre 4-4 y 5-51.001.000.150.400.800.05entre 5-5 y 6-61.001.000.150.401.470.09Interior

entre ejes 4-5 y A-B1.001.000.150.401.960.121.001.000.150.403.200.191.001.000.150.401.710.10entre ejes 4-5 y B-C1.001.000.150.401.440.091.001.000.150.401.230.071.001.000.150.400.450.03entre ejes 5-6 y B-C1.001.000.150.400.920.061.001.000.150.402.000.12

1er Piso SSHH entre ejes 5-6 y A-C1.001.000.100.400.420.021.002.000.100.401.140.091.002.000.100.400.520.041.001.000.100.401.560.061.001.000.100.400.640.031.002.000.100.400.450.04

02.01.03.03.02ENCOFRADO DESENCOFRADO EN SOBRECIMIENTOSm245.491er Piso eje 1-1, 3-3 y 6-64.003.000.402.8013.44eje 4-42.001.000.402.802.242.001.000.400.340.272.001.000.400.820.651ero Piso eje A entre 1-1 y 2-22.001.000.403.152.52entre 2-2 y 3-32.001.000.402.151.722.001.000.400.630.50entre 3-3 y 4-42.001.000.402.151.722.001.000.400.630.50entre 4-4 y 5-52.001.000.402.411.93entre 5-5 y 6-62.001.000.401.471.181ero Piso eje C entre 1-1 y 2-22.001.000.403.152.52entre 2-2 y 3-32.001.000.401.160.932.001.000.400.600.482.001.000.400.500.40entre 3-3 y 4-42.001.000.401.160.932.001.000.400.600.482.001.000.400.500.40entre 4-4 y 5-52.001.000.400.800.64entre 5-5 y 6-62.001.000.401.471.18Interior

entre ejes 4-5 y A-B2.001.000.401.961.572.001.000.403.202.562.001.000.401.711.37entre ejes 4-5 y B-C2.001.000.401.441.152.001.000.401.230.982.001.000.400.450.36entre ejes 5-6 y B-C2.001.000.400.920.742.001.000.402.001.60

1er Piso SSHH entre ejes 5-6 y A-C2.001.000.100.400.420.032.002.000.100.401.140.182.002.000.100.400.520.082.001.000.100.401.560.122.001.000.100.400.640.052.002.000.100.400.450.07

02.01.03.04FALSO PISO

02.01.03.04.01FALSO PISO DE 4" CONCRETO 1:10 PARA PISO PULIDOm298.771er Piso1.001.003.605.9021.241er Piso1.001.005.006.7033.501er Piso1.001.007.405.9544.03

02.01.04OBRAS DE CONCRETO ARMADO

02.01.04.01ZAPATAS

02.01.04.01.01CONCRETO EN ZAPATAS F'c 210 kG/cm2m319.41Z-11.002.001.250.601.452.18Z-21.003.001.400.601.553.91Z-31.001.001.500.601.751.58Z-41.001.001.900.602.152.45Z-51.002.001.950.601.804.21Z-61.001.001.400.601.551.30Z-71.001.003.720.602.23Z-81.001.001.400.601.851.5502.01.04.01.02ACERO PARA ZAPATAS grado 60kg1,554.77Z-1 5/8"2.006.00#REF!1.30#REF!

5/8"2.007.00#REF!1.10#REF!

Z-2 5/8"3.007.00#REF!1.40#REF!

5/8"3.008.00#REF!1.25#REF!

Z-3 5/8"1.008.00#REF!1.60#REF!

5/8"1.009.00#REF!1.35#REF!

Z-4 5/8"1.0010.00#REF!2.00#REF!

5/8"1.0011.00#REF!1.75#REF!

Z-5 5/8"2.0010.00#REF!1.65#REF!

5/8"2.009.00#REF!1.80#REF!

Z-6 5/8"1.007.00#REF!1.40#REF!

5/8"1.008.00#REF!1.25#REF!

Z-7 5/8"1.009.00#REF!1.05#REF!

1.006.00#REF!1.75#REF!

5/8"1.006.00#REF!1.05#REF!

1.006.00#REF!1.05#REF!

Z-8 5/8"1.009.00#REF!1.25#REF!

5/8"1.007.00#REF!1.70#REF!

Hoja2HOJA DE METRADOSPRYECTO :"MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS DE LA I.E. MARIA PARADO DE BELLIDO DEL DISTRITO DE YANACANCHA - PASCO - PASCO"FECHA :6/12/15DSITRITO:YANACANCHACONSULTOR :ING. A.S.G.PROVINCIA :PASCOREGION:PASCONDESCRIPCIONUNDCANTN VECESMEDIDASSUB TOTAL TOTALANCHOALTOLARGO

02.01.04.02COLUMNAS176.8202.01.04.02.01ENCOFRADO Y DESENCOFRADO DE COLUMNASm20C-181.48.60

C-261.3570

C-340.8570

02.01.04.02.02ACERO ESTRUCTURAL P/COLUMNAS Y COLUMNETASKG2920.14C-1 5/8"8101.559.6ERROR:#REF!EST 3/8"8580.561.7ERROR:#REF!C-2 5/8"641.558ERROR:#REF! 1/2" 660.998ERROR:#REF!C-1 5/8"8500.561.60ERROR:#REF!EST 3/8"460.999.00ERROR:#REF!C-2 5/8"4540.561.11.10ERROR:#REF!

02.01.04.02.03CONCRETO EN COLUMNAS F'C 210 Kg/cm219.23C-180.38.60.550.00C-260.2570.550.00C-340.2570.30.00

02.01.04.03VIGAS02.01.04.03.01ENCOFRADO Y DESENCOFRADO DE VIGASm2159.39V101 B1 25x20220.411.75ERROR:#REF!120.2511.75ERROR:#REF!V101 B1 25x40220.45.5ERROR:#REF!120.255.5ERROR:#REF!V201 B1 25x40220.411.75ERROR:#REF!120.2511.75ERROR:#REF!V201 B1 25x41220.45.5ERROR:#REF!120.255.5ERROR:#REF!V101 B1 30x55220.555.9ERROR:#REF!120.35.9ERROR:#REF!viga acartelada22area0.62ERROR:#REF!120.551.9ERROR:#REF!V102 B1 30x55240.45.6ERROR:#REF!140.255.6ERROR:#REF!viga acartelada24area0.62ERROR:#REF!140.551.9ERROR:#REF!viga de timpano240.25.6ERROR:#REF!24area0.85ERROR:#REF!140.251.9ERROR:#REF!24area0.35ERROR:#REF!140.250.8ERROR:#REF!240.27.45ERROR:#REF!

02.01.04.03.02ACERO ESTRUCTURALVIGAS Y VIGUETASKg1642.78V-101 B1 25x40 1/2"420.9912.95102.564 1/2"120.991.553.07 1/2"120.992.154.26 1/2"120.992.154.26 1/2"120.992.354.65 1/2"120.991.63.17 5/8"221.542.6516.32 Estribo 3/8"7820.561.3113.57V-101 B1 25x40 1/2"420.996.349.90 1/2"120.991.553.07 1/2"120.991.553.07 1/2"120.991.553.07 Estribo 3/8"4020.561.358.24V-201 B1 25x40 1/2"420.9912.95102.56 1/2"120.991.553.07 1/2"120.992.154.26 1/2"120.992.154.26 1/2"120.992.354.65 1/2"120.991.603.17 1/2"221.552.6516.43 Estribo 3/8"7820.561.30113.57V-201 B1 25x40 1/2"420.996.3049.90 1/2"120.991.553.07 1/2"120.991.452.87 1/2"120.991.553.07 Estribo 3/8"4020.561.358.24V-201 B1 30x55 3/4"422.249161.28 3/4"122.244.1518.59 3/4"122.241.858.29 5/8"121.553.310.23 Estribo 3/8"5520.561.7104.72V-102 B1 25x40 5/8"441.559223.2 5/8"141.554.1525.73 5/8"141.551.8511.47 5/8"141.553.3020.46 Estribo 3/8"5040.561.70190.4 Viga de Tmpano 1/2"440.996.0095.04 Estribo 3/8"3840.560.7059.58 1/2"140.992.309.11 Estribo 3/8"1540.560.7023.52 1/2"140.991.204.75 Estribo 3/8"940.560.7014.11 1/2"140.567.8517.58 Estribo 3/8"5040.560.7078.401814.78402.01.04.03.03CONCRETO EN VIGAS F'C 210 Kg/cm216.94V-101 B1 .25X.401.002.000.250.4011.752.35V-101 B1 .25X.411.002.000.250.405.501.10V-201 B1 .25X.401.002.000.250.4011.752.35V-201 B1 .25X.411.002.000.250.405.501.10V-101 B1 .30X.551.002.000.300.555.901.95viga acartelada1.002.00area0.620.550.68V-102 B1 .25X.401.004.000.250.405.602.24viga acartelada1.004.00area0.620.551.36viga timpano1.004.000.250.205.601.121.004.00area0.850.250.851.004.00area0.350.250.351.004.000.250.207.451.49

02.01.04.04COLUMNETAS Y VIGUETAS DE CONFINAMIENTO

02.01.04.04.01ENCOFRADO DESENCOF. DE VIGUETAS Y COLUMNETAS83.851ero Piso eje A entre 1-1 y 2-2 vigueta1.001.000.503.151.58columenta1.002.000.500.800.80entre 2-2 y 3-3 columneta1.002.000.500.800.80vigueta1.001.000.502.151.081.001.000.500.630.321.002.000.502.202.20entre 3-3 y 4-41.001.000.502.151.081.002.000.500.800.801.001.000.500.630.311.002.000.502.202.20entre 4-4 y 5-51.001.000.502.411.211.002.000.501.601.60entre 5-5 y 6-61.001.000.501.470.741.002.000.501.601.601ero Piso eje C entre 1-1 y 2-21.001.000.503.151.581.002.000.501.601.60entre 2-2 y 3-31.001.000.501.160.581.002.000.501.601.601.001.000.500.600.301.002.000.502.202.201.001.000.500.500.251.002.000.502.202.20entre 3-3 y 4-41.001.000.501.160.581.002.000.501.601.601.001.000.500.600.301.002.000.502.202.201.001.000.500.500.251.002.000.502.202.20entre 4-4 y 5-51.001.000.500.800.401.002.000.502.202.20entre 5-5 y 6-61.001.000.501.470.741.002.000.502.202.202do Piso eje A entre 1-1 y 2-21.001.000.503.151.581.002.000.500.800.80entre 2-2 y 3-31.001.000.502.151.081.002.000.500.800.801.001.000.500.630.311.002.000.502.202.201.001.000.500.500.251.001.000.502.201.10entre 3-3 y 4-41.001.000.502.151.081.002.000.500.800.801.001.000.500.630.311.002.000.502.202.201.001.000.500.500.251.002.000.502.202.20entre 4-4 y 5-51.001.000.502.411.211.002.000.500.800.80entre 5-5 y 6-61.001.000.501.470.74

Hoja3HOJA DE METRADOSPRYECTO :"MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS DE LA I.E. MARIA PARADO DE BELLIDO DEL DISTRITO DE YANACANCHA - PASCO - PASCO"

FECHA :6/12/15DSITRITO:YANACANCHACONSULTOR :ING. A.S.G.PROVINCIA :PASCOREGION:PASCO

NDESCRIPCIONUNDCANTN VECESMEDIDASSUB TOTAL TOTALANCHOLARGO ALTO

1.002.000.502.202.202do Piso eje C entre 1-1 y 2-21.001.000.501.160.581.002.000.501.601.601.001.000.500.600.301.002.000.502.202.20entre 2-2 y 3-31.001.000.501.160.581.002.000.501.601.601.001.000.500.600.301.002.000.502.202.20entre 3-3 y 4-41.001.000.503.181.591.002.000.502.202.20entre 4-4 y 5-51.001.000.500.800.401.002.000.502.202.20entre 5-5 y 6-61.001.000.501.470.741.002.000.502.202.20Parapeto pasadizo ejes 1-1, 2-2 y 3-31.003.003.650.454.931.003.000.450.801.08

02.01.04.04.02CONCRETO EN COLUMNETAS Y VIGUETAS F'C 175 Kg/cm2m34.971ero Piso eje A entre 1-1 y 2-2 vigueta1.001.000.200.153.150.09columenta1.002.000.200.800.150.05entre 2-2 y 3-3 columneta1.002.000.200.800.150.05vigueta1.001.000.200.152.150.061.001.000.200.150.630.021.002.000.202.200.150.13entre 3-3 y 4-41.001.000.200.152.150.061.002.000.200.800.150.051.001.000.200.150.630.021.002.000.202.200.150.13entre 4-4 y 5-51.001.000.200.152.410.071.002.000.201.600.150.10entre 5-5 y 6-61.001.000.200.151.470.041.002.000.201.600.150.101ero Piso eje C entre 1-1 y 2-21.001.000.200.153.150.091.002.000.201.600.150.10entre 2-2 y 3-31.001.000.200.151.160.031.002.000.201.600.150.101.001.000.200.150.600.021.002.000.202.200.150.131.001.000.200.150.500.021.002.000.202.200.150.13entre 3-3 y 4-41.001.000.200.151.160.031.002.000.201.600.150.101.001.000.200.150.600.021.002.000.202.200.150.131.001.000.200.150.500.021.002.000.202.200.150.13entre 4-4 y 5-51.001.000.200.150.800.021.002.000.202.200.150.13entre 5-5 y 6-61.001.000.201.470.150.041.002.000.202.200.150.132do Piso eje A entre 1-1 y 2-21.001.000.200.153.150.091.002.000.200.800.150.05entre 2-2 y 3-31.001.000.200.152.150.061.002.000.200.800.150.051.001.000.200.150.630.021.002.000.202.200.150.131.001.000.200.150.500.021.001.000.202.200.150.07entre 3-3 y 4-41.001.000.200.152.150.061.002.000.200.800.150.051.001.000.200.150.630.021.002.000.202.200.150.131.001.000.200.150.500.021.002.000.202.200.150.13entre 4-4 y 5-51.001.000.200.152.410.071.002.000.200.800.150.05entre 5-5 y 6-61.001.000.200.151.470.041.002.000.202.200.150.132do Piso eje C entre 1-1 y 2-21.001.000.200.151.160.031.002.000.201.600.150.101.001.000.200.150.600.021.002.000.202.200.150.13entre 2-2 y 3-31.001.000.200.151.160.031.002.000.201.600.150.101.001.000.200.150.600.021.002.000.202.200.150.13entre 3-3 y 4-41.001.000.200.153.180.10

1.002.000.202.200.150.13entre 4-4 y 5-51.001.000.200.150.800.021.002.000.202.200.150.13entre 5-5 y 6-61.001.000.200.151.470.041.002.000.202.200.150.13Parapeto pasadizo ejes 1-1, 2-2 y 3-31.003.003.650.150.150.251.003.000.150.800.150.05

02.01.04.04.03ACERO ESTRUCTURAL EN VIGAS Y VIGUETASkg537.281ero Piso eje A entre 1-1 y 2-2 vigueta4.001.000.563.157.06Estrib 3/8"18.001.000.560.404.03columenta2.002.000.560.801.79Estrib 3/8"5.002.000.560.402.24entre 2-2 y 3-3 columneta4.002.000.560.803.58Estrib 3/8"5.002.000.560.402.24vigueta2.001.000.562.152.41Estrib 3/8"12.001.000.560.402.694.001.000.560.631.41Estrib 3/8"6.001.000.560.401.342.002.000.562.204.93Estrib 3/8"13.002.000.560.405.82entre 3-3 y 4-44.001.000.562.154.82Estrib 3/8"13.002.000.560.405.822.002.000.560.801.79Estrib 3/8"5.002.000.560.402.244.001.000.560.631.41Estrib 3/8"6.002.000.560.402.692.002.000.562.204.93Estrib 3/8"13.002.000.560.405.82entre 4-4 y 5-54.001.000.562.415.40Estrib 3/8"14.002.000.560.406.272.002.000.561.603.58Estrib 3/8"10.002.000.560.404.48entre 5-5 y 6-64.001.000.561.473.29Estrib 3/8"9.002.000.560.404.032.002.000.561.603.58Estrib 3/8"10.002.000.560.404.481ero Piso eje C entre 1-1 y 2-24.001.000.563.157.06Estrib 3/8"19.002.000.560.408.512.002.000.561.603.58Estrib 3/8"10.002.000.560.404.48entre 2-2 y 3-34.001.000.561.162.60Estrib 3/8"7.002.000.560.403.142.002.000.561.603.58Estrib 3/8"10.002.000.560.404.484.001.000.560.601.34Estrib 3/8"4.002.000.560.401.792.002.000.562.204.93Estrib 3/8"13.002.000.560.405.824.001.000.560.501.12Estrib 3/8"3.002.000.560.401.342.002.000.562.204.93Estrib 3/8"13.002.000.560.405.82entre 3-3 y 4-44.001.000.561.162.60Estrib 3/8"7.002.000.560.403.142.002.000.561.603.58Estrib 3/8"10.002.000.560.404.484.001.000.560.601.34Estrib 3/8"4.002.000.560.401.792.002.000.562.204.93Estrib 3/8"13.002.000.560.405.824.001.000.560.501.12Estrib 3/8"4.002.000.560.401.792.002.000.562.204.93Estrib 3/8"13.002.000.560.405.82entre 4-4 y 5-54.001.000.560.801.79Estrib 3/8"5.002.000.560.402.242.002.000.562.204.93Estrib 3/8"13.002.000.560.405.82entre 5-5 y 6-64.001.000.561.473.29Estrib 3/8"9.002.000.560.404.032.002.000.562.204.93Estrib 3/8"13.002.000.560.405.822do Piso eje A entre 1-1 y 2-24.001.000.563.157.06Estrib 3/8"20.002.000.560.408.962.002.000.560.801.79Estrib 3/8"5.002.000.560.402.24entre 2-2 y 3-34.001.000.562.154.82

Hoja4HOJA DE METRADOSPRYECTO :"MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS DE LA I.E. MARIA PARADO DE BELLIDO DEL DISTRITO DE YANACANCHA - PASCO - PASCO"

FECHA :6/12/15DSITRITO:YANACANCHACONSULTOR :ING. A.S.G.PROVINCIA :PASCOREGION:PASCO

NDESCRIPCIONUNDCANTN VECESMEDIDASSUB TOTAL TOTALANCHOLARGO ALTOEstrib

3/8"13.002.000.560.405.822.002.000.560.801.79Estrib 3/8"5.002.000.560.402.244.001.000.560.631.41Estrib 3/8"5.002.000.560.402.242.002.000.562.204.93Estrib 3/8"13.002.000.560.405.824.001.000.560.501.12Estrib 3/8"4.002.000.560.401.792.001.000.562.202.46Estrib 3/8"13.002.000.560.405.82entre 3-3 y 4-44.001.000.562.154.82Estrib 3/8"13.002.000.560.405.822.002.000.560.801.79Estrib 3/8"5.002.000.560.402.244.001.000.560.631.41Estrib 3/8"5.002.000.560.402.242.002.000.562.204.93Estrib 3/8"13.002.000.560.405.824.001.000.560.501.12Estrib 3/8"4.002.000.560.401.792.002.000.562.204.93Estrib 3/8"13.002.000.560.405.82entre 4-4 y 5-54.001.000.562.415.40Estrib 3/8"15.002.000.560.406.722.002.000.560.801.79Estrib 3/8"5.002.000.560.402.24entre 5-5 y 6-64.001.000.561.473.29Estrib 3/8"9.002.000.560.404.032.002.000.562.204.93Estrib 3/8"13.002.000.560.405.822do Piso eje C entre 1-1 y 2-24.001.000.561.162.60Estrib 3/8"6.002.000.560.402.692.002.000.561.603.58Estrib 3/8"8.002.000.560.403.584.001.000.560.601.34Estrib 3/8"4.002.000.560.401.792.002.000.562.204.93Estrib 3/8"13.002.000.560.405.82entre 2-2 y 3-34.001.000.561.162.60Estrib 3/8"4.002.000.560.401.792.002.000.561.603.58Estrib 3/8"8.002.000.560.403.584.001.000.560.601.34Estrib 3/8"4.002.000.560.401.792.002.000.562.204.93Estrib 3/8"13.002.000.560.405.82entre 3-3 y 4-44.001.000.563.187.12Estrib 3/8"20.002.000.560.408.962.002.000.562.204.93Estrib 3/8"13.002.000.560.405.82entre 4-4 y 5-54.001.000.560.801.79Estrib 3/8"6.002.000.560.402.692.002.000.562.204.93Estrib 3/8"13.002.000.560.405.82entre 5-5 y 6-64.001.000.561.473.29Estrib 3/8"7.002.000.560.403.142.002.000.562.204.93Estrib 3/8"13.002.000.560.405.82Parapeto pasadizo ejes 1-1, 2-2 y 3-34.003.003.650.5624.53Estrib 3/8"22.002.000.560.409.862.003.000.560.802.69Estrib 3/8"20.002.000.560.408.9602.01.04.05LOSA ALIGERADA

02.01.04.05.01ENCOFRADO Y DESENCOFRADO EN LOSA ALIGERADOm2111.961.001.003.515.9020.711.001.003.565.9021.001.001.003.585.9021.121.001.002.826.5018.331.001.001.876.5012.161.001.003.511.756.141.001.003.561.756.231.001.003.581.756.27

02.01.04.05.02CONCRETO EN LOSA ALIGERADO F'C = 210 Kg/cm2 .m310.641.001.003.515.900.101.971.001.003.565.900.102.00

Hoja5HOJA DE METRADOSPRYECTO :"MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS DE LA I.E. MARIA PARADO DE BELLIDO DEL DISTRITO DE YANACANCHA - PASCO - PASCO"

FECHA :6/12/15DSITRITO:YANACANCHACONSULTOR :ING. A.S.G.PROVINCIA :PASCOREGION:PASCO

NDESCRIPCIONUNDCANTN VECESMEDIDASSUB TOTAL TOTALANCHOLARGO ALTO

1.001.003.585.900.102.011.001.002.826.500.101.741.001.001.876.500.101.151.001.003.511.750.100.581.001.003.561.750.100.591.001.003.581.750.100.6002.01.04.05.03ACERO FY=4200 Kg/cm2kgDensidad532.401/2"14.001.000.9917.90248.851/2"14.001.000.993.8052.831/2"14.001.000.992.6536.841/2"14.001.000.992.6536.841/2"14.001.000.992.7037.541/2"14.001.000.991.7023.631/2"1.001.000.993.803.771/2"1.001.000.991.751.741/2"1.001.000.995.405.361/2"4.001.000.9912.6550.251/2"4.001.000.991.756.951/2"4.001.000.992.6510.531/2"4.001.000.992.6510.531/2"4.001.000.991.706.7502.01.04.05.04LADRILLO HUECO/ARCILLA 15X30X30XP/TECHO ALIGERADOund932.611.001.003.515.908.33172.511.001.003.565.908.33174.961.001.003.585.908.33175.951.001.002.826.508.33152.691.001.001.876.508.33101.251.001.003.511.758.3351.171.001.003.561.758.3351.901.001.003.581.758.3352.19

falta escaleras

02.01.05ESTRUCTURA DE MADERA Y COBERTURAS

02.01.05.01TIJERALES DE MADERA TORNILLO DE 2'' x 6'' S/DISEOP2.1,896.10T-1 BRIDA INFERIOR5.001.003.005.0018.80385.50BRIDA SUPERIOR5.001.003.005.0010.00205.05MONTANTES5.001.003.004.000.7512.305.001.003.004.001.9031.175.001.003.004.003.1050.855.001.003.004.002.1034.455.001.003.004.001.1518.86DIAGONALES5.001.003.004.002.6042.655.001.003.004.003.3554.955.001.003.004.003.5057.415.001.003.004.002.8045.93CARTELAS5.004.0021.651.001.40165.745.006.0019.6823.620.0396.845.006.0019.6827.560.03113.00T-2 BRIDA INFERIOR3.001.003.005.007.8095.96BRIDA SUPERIOR3.001.003.005.008.30102.12MONTANTES3.001.003.004.000.757.383.001.003.004.001.9519.193.001.003.004.003.1030.513.001.003.004.002.1020.67DIAGONALES3.001.003.004.002.6025.593.001.003.004.003.3532.973.001.003.004.003.5034.453.001.003.004.003.7536.91CARTELAS3.002.0021.651.001.4049.723.006.0019.6823.620.0358.113.006.0019.6827.560.0367.80

02.01.05.02IZAJE DE TIJERALESund8.001.008.008.00

02.01.05.03CORREAS DE MADERA TORNILLO DE 2'' x 3''P2.388.121.0013.002.003.0018.20388.12

02.01.05.04FRISOS DE MADERA TORNILLO 1" x 6"p250.031.001.001.006.0018.2029.861.001.001.006.0012.3020.18

02.01.05.05FRIZOZ DE 1"X3"P2.14.111.001.001.003.009.407.71

1.001.001.003.007.806.40

02.01.06COBERTURAS

02.01.06.01COBERTURA CON TEJA ANDINA PLANCHA DE 1.14X0.72 E=5 MMm2161.601.001.00area=161.60161.60

02.01.06.02CUMBRERA ARTICULADA PARA TEJA ANDINAm18.201.001.0018.2018.202.02ARQUITECTURA

02.02.01MUROS Y TABIQUES DE ALBAILERIA

02.02.01.01MURO DE LADRILLO KING-KONG REX DE CABEZA 18 HUECOSm2111.621er Piso eje 1-1, 3-3 y 6-62.003.002.802.4040.32eje 4-41.001.002.802.406.721.001.000.342.400.801.001.000.822.401.962do Piso eje 1-1, 3-3 y 6-62.003.002.802.6043.68cumbrera eje 1-1, 3-3 y 6-62.003.002.801.0818.14

02.02.01.02MURO DE LADRILLO KING-KONG DE SOGA 18 HUECOSm2156.561ero Piso eje A entre 1-1 y 2-21.001.003.150.802.52entre 2-2 y 3-31.001.002.150.801.721.001.000.632.201.38entre 3-3 y 4-41.001.002.150.801.721.001.000.632.201.38entre 4-4 y 5-51.001.002.411.603.86entre 5-5 y 6-61.001.001.471.602.351ero Piso eje C entre 1-1 y 2-21.001.003.151.605.04entre 2-2 y 3-31.001.001.161.601.861.001.000.602.201.321.001.000.502.201.10entre 3-3 y 4-41.001.001.161.601.861.001.000.602.201.321.001.000.502.201.10entre 4-4 y 5-51.001.000.802.201.76entre 5-5 y 6-61.001.001.472.203.23Interior

entre ejes 4-5 y A-B1.001.001.962.504.901.001.003.202.508.001.001.001.712.504.28entre ejes 4-5 y B-C1.001.001.442.503.591.001.001.232.503.081.001.000.452.501.13entre ejes 5-6 y B-C1.001.000.922.502.301.001.002.002.505.002do Piso eje A entre 1-1 y 2-21.001.003.150.802.52entre 2-2 y 3-31.001.002.150.801.721.001.000.632.201.381.001.000.502.201.10entre 3-3 y 4-41.001.002.150.801.721.001.000.632.201.381.001.000.502.201.10entre 4-4 y 5-51.001.002.410.801.93entre 5-5 y 6-61.001.001.472.203.232do Piso eje C entre 1-1 y 2-21.001.001.161.601.861.001.000.602.201.32entre 2-2 y 3-31.001.001.161.601.861.001.000.602.201.32entre 3-3 y 4-41.001.003.182.207.00entre 4-4 y 5-51.001.000.802.201.76entre 5-5 y 6-61.001.001.472.203.23Interior

entre ejes 4-5 y A-B1.001.001.962.504.901.001.003.202.508.001.001.001.712.504.28entre ejes 4-5 y B-C1.001.001.442.503.591.001.001.232.503.081.001.000.452.501.13entre ejes 5-6 y B-C1.001.000.922.502.301.001.002.002.505.002do Piso eje 2 entre 1-1 y 3-31.001.005.902.6015.34Parapeto pasadizo ejes 1-1, 2-2 y 3-31.003.003.650.808.76

02.02.01.03MURO DE LADRILLO DE CANTO EN SERVICIOS HIGIENICOSm213.341er Piso entre ejes 5-6 y A-C1.001.000.421.950.821.002.001.141.954.451.002.000.521.952.031.001.001.561.953.041.001.000.641.951.25

1.002.000.451.951.76

02.02.01.04JUNTA CON TECKNOPORD e= 1"m118.001ero Piso eje A entre 1-1 y 2-21.002.000.801.60entre 2-2 y 3-31.002.000.801.601.002.002.204.40entre 3-3 y 4-41.002.000.801.601.002.002.204.40entre 4-4 y 5-51.002.001.603.20entre 5-5 y 6-61.002.001.603.201ero Piso eje C entre 1-1 y 2-21.002.001.603.20entre 2-2 y 3-31.002.001.603.201.002.002.204.401.002.002.204.40entre 3-3 y 4-41.002.001.603.201.002.002.204.401.002.002.204.40entre 4-4 y 5-51.002.002.204.40entre 5-5 y 6-61.002.002.204.402do Piso eje A entre 1-1 y 2-21.002.000.801.60entre 2-2 y 3-31.002.000.801.601.002.002.204.401.002.002.204.40entre 3-3 y 4-41.002.000.801.601.002.002.204.401.002.002.204.40entre 4-4 y 5-51.002.000.801.60entre 5-5 y 6-61.002.002.204.402do Piso eje C entre 1-1 y 2-21.002.001.603.201.002.002.204.40entre 2-2 y 3-31.002.001.603.201.002.002.204.40entre 3-3 y 4-41.002.002.204.40entre 4-4 y 5-51.002.002.204.40entre 5-5 y 6-61.002.002.204.402do Piso eje 2 entre 1-1 y 3-31.002.002.605.20

02.02.02REVOQUES, ENLUCIDOS Y MOLDURAS

02.02.02.01TARRAJEO PRIMARIO O RAYADOm271.2087.41entre 4-4 y 5-52.001.000.801.201.92entre 5-5 y 6-62.001.001.471.203.53Interior

entre ejes 4-5 y A-B2.001.001.961.204.702.001.003.201.207.682.001.001.711.204.10entre ejes 4-5 y B-C2.001.001.441.203.442.001.001.231.202.952.001.000.451.201.08entre ejes 5-6 y B-C2.001.000.921.202.212.001.002.001.204.80eje 6-61.001.002.801.203.36eje 4-41.001.002.801.203.361.001.000.341.200.401.001.000.821.200.981er Piso entre ejes 5-6 y A-C2.001.000.421.951.642.002.001.141.958.892.002.000.521.954.062.001.001.561.956.082.001.000.641.952.502.002.000.451.953.51

02.02.02.02TARRAJEO DE MUROS EXTERIORESm2180.811er Piso eje 1-1 y 6-62.003.002.802.4040.322do Piso eje 1-1 y 6-62.003.002.802.6043.68cumbrera eje 1-1 y 6-62.002.002.801.0812.101ero Piso eje A entre 1-1 y 2-21.001.003.150.802.52entre 2-2 y 3-31.001.002.150.801.721.001.000.632.201.38entre 3-3 y 4-41.001.002.150.801.721.001.000.632.201.38entre 4-4 y 5-51.001.002.411.603.86entre 5-5 y 6-61.001.001.471.602.351ero Piso eje C entre 1-1 y 2-21.001.003.151.605.04entre 2-2 y 3-31.001.001.161.601.861.001.000.602.201.321.001.000.502.201.10entre 3-3 y 4-41.001.001.161.601.861.001.000.602.201.32

1.001.000.502.201.10entre 4-4 y 5-51.001.000.802.201.76entre 5-5 y 6-61.001.001.472.203.232do Piso eje C entre 1-1 y 2-21.001.001.161.601.861.001.000.602.201.32entre 2-2 y 3-31.001.001.161.601.861.001.000.602.201.32entre 3-3 y 4-41.001.003.182.207.00entre 4-4 y 5-51.001.000.802.201.76entre 5-5 y 6-61.001.001.472.203.232do Piso eje 2 entre 1-1 y 3-31.001.005.902.6015.34Parapeto pasadizo ejes 1-1, 2-2 y 3-32.003.003.650.8017.52

02.02.02.03TARRAJEO EN INTERIORES ACABADO CON CEMENTO - ARENA (MORTERO 1;5)m2181.361ero Piso eje A entre 1-1 y 2-21.001.003.150.802.52entre 2-2 y 3-31.001.002.150.801.721.001.000.632.201.38entre 3-3 y 4-41.001.002.150.801.721.001.000.632.201.38entre 4-4 y 5-51.001.002.411.603.86entre 5-5 y 6-61.001.001.471.602.351ero Piso eje C entre 1-1 y 2-21.001.003.151.605.04entre 2-2 y 3-31.001.001.161.601.861.001.000.602.201.321.001.000.502.201.10entre 3-3 y 4-41.001.001.161.601.861.001.000.602.201.321.001.000.502.201.10entre 4-4 y 5-51.001.000.802.201.76entre 5-5 y 6-61.001.001.472.203.23Interior

entre ejes 4-5 y A-B2.001.001.962.509.802.001.003.202.5016.002.001.001.712.508.55entre ejes 4-5 y B-C2.001.001.442.507.182.001.001.232.506.152.001.000.452.502.25entre ejes 5-6 y B-C2.001.000.922.504.602.001.002.002.5010.002do Piso eje A entre 1-1 y 2-21.001.003.150.802.52entre 2-2 y 3-31.001.002.150.801.721.001.000.632.201.381.001.000.502.201.10entre 3-3 y 4-41.001.002.150.801.721.001.000.632.201.381.001.000.502.201.10entre 4-4 y 5-51.001.002.410.801.93entre 5-5 y 6-61.001.001.472.203.232do Piso eje C entre 1-1 y 2-21.001.001.161.601.861.001.000.602.201.32entre 2-2 y 3-31.001.001.161.601.861.001.000.602.201.32entre 3-3 y 4-41.001.003.182.207.00entre 4-4 y 5-51.001.000.802.201.76entre 5-5 y 6-61.001.001.472.203.23Interior

entre ejes 4-5 y A-B2.001.001.961.305.102.001.003.201.308.322.001.001.711.304.45entre ejes 4-5 y B-C2.001.001.441.303.732.001.001.231.303.202.001.000.451.301.17entre ejes 5-6 y B-C2.001.000.921.302.392.001.002.001.305.202do Piso eje 2 entre 1-1 y 3-31.001.005.902.6015.34

02.02.02.04TARRAJEO DE SUPERFICIES EN COLUMNAS C-Am2176.82encofrados de columnas1.001.00176.82176.82

02.02.02.05TARRAJEO DE SUPERFICIES EN VIGAS CON C-Am2159.39encofrados de vigas1.001.00159.39159.39

02.02.02.06VESTIDURA DE DERRAMES E= 0.25, 0.15cm.m164.741er nivel P-1 (1.00x2.55m2)1.003.006.1018.30P-2 (1.00x2.55m2)1.002.006.1012.20P-3 (0.60x2.00m2)1.005.004.6023.00P-4 (0.75x2.00m2)1.002.004.759.50

Hoja6HOJA DE METRADOSPRYECTO :"MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS DE LA I.E. MARIA PARADO DE BELLIDO DEL DISTRITO DE YANACANCHA - PASCO - PASCO"

FECHA :6/12/15DSITRITO:YANACANCHACONSULTOR :ING. A.S.G.PROVINCIA :PASCOREGION:PASCO

NDESCRIPCIONUNDCANTN VECESMEDIDASSUB TOTAL TOTALANCHOLARGO ALTO

2do Nivel P-5 (1.00x2.35m2)1.002.005.7011.40P-6 (1.65x2.35m2)1.001.006.356.351er nivel V-1 (3.56x1.40m2)1.001.008.528.52V-2 (2.56x1.40m2)1.001.006.526.52V-3 (2.58x2.00m2)1.001.006.566.56V-4 (3.56x0.60m2)1.001.004.764.76V-5 (1.56x0.60m2)1.002.002.765.52V-6 (0.60x1.70m2)1.001.004.004.00V-7 (0.60x0.96m2)1.001.002.162.16V-8 (0.60x1.87m2)1.001.003.073.072do Nivel V-1 (3.56x1.40m2)1.001.009.929.92V-2 (2.56x1.40m2)1.001.007.927.92V-3 (2.58x2.00m2)1.001.007.967.96V-5 (1.56x0.60m2)1.002.004.328.64V-9 (1.40x2.82m2)1.001.008.448.44

02.02.02.07BRUASm246.661ero Piso eje A entre 1-1 y 2-21.001.007.907.90entre 2-2 y 3-31.001.005.905.901.001.005.655.65entre 3-3 y 4-41.001.005.905.901.001.005.655.65entre 4-4 y 5-51.001.008.028.02entre 5-5 y 6-61.001.006.146.141ero Piso eje C entre 1-1 y 2-21.001.009.509.50entre 2-2 y 3-31.001.005.525.521.001.005.605.601.001.005.405.40entre 3-3 y 4-41.001.005.525.521.001.005.605.601.001.005.405.40entre 4-4 y 5-51.001.006.006.00entre 5-5 y 6-61.001.007.347.342do Piso eje A entre 1-1 y 2-21.001.007.907.90entre 2-2 y 3-31.001.005.905.901.001.005.655.651.001.005.405.40entre 3-3 y 4-41.001.005.905.901.001.005.655.651.001.005.405.40entre 4-4 y 5-51.001.006.426.42entre 5-5 y 6-61.001.007.347.342do Piso eje C entre 1-1 y 2-21.001.005.525.521.001.005.605.60entre 2-2 y 3-31.001.005.525.521.001.005.605.60entre 3-3 y 4-41.001.0010.7610.76entre 4-4 y 5-51.001.006.006.00entre 5-5 y 6-61.001.007.347.342do Piso eje 2 entre 1-1 y 3-31.001.0017.0017.00Parapeto pasadizo ejes 1-1, 2-2 y 3-31.003.008.9026.70

02.02.03CIELORRASOS

02.02.03.01CIELO RASO SUSPENDIDO CON TRIPLAY EN ALEROSm2160.312do Nivel1.001.003.655.9021.541.001.003.655.9021.541.001.008.855.9052.22aleros 2do nivel1.002.000.405.004.001.001.001.9017.0032.301.001.000.8017.0013.601.002.000.809.4515.12

02.02.03.02TARRAJEO DE CIELO RASOSm2119.971er Piso1.001.003.605.9021.241er Piso1.001.007.405.9544.032do nivel1.001.001.8511.4621.201er Piso1.001.005.006.7033.50

02.02.04PISOS, VEREDAS, CANAL PLUVIAL

02.02.04.01PISOS

02.02.04.01.01PISO DE MADERA TORNILLO MACHIHEMBRADO, E = 1" DURMIENTES DE 2"X4"m221.24suman1er Piso1.001.003.605.9021.24120.53

02.02.04.01.02PISO DE MADERA MACHIEMBRADO TORNILLO DE 1"X4" DURMIENTE DE 1"X4"m299.292do Nivel1.001.003.655.9021.541.001.003.655.9021.541.001.008.855.9052.221.002.000.405.004.00

Hoja7HOJA DE METRADOSPRYECTO :"MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS DE LA I.E. MARIA PARADO DE BELLIDO DEL DISTRITO DE YANACANCHA - PASCO - PASCO"

FECHA :6/12/15DSITRITO:YANACANCHACONSULTOR :ING. A.S.G.PROVINCIA :PASCOREGION:PASCO

NDESCRIPCIONUNDCANTN VECESMEDIDASSUB TOTAL TOTALANCHOLARGO ALTO

02.02.04.01.03PISO DE CERAMICO 0.30X0.30 CMm263.101er Piso SSHH1.001.005.006.7033.502.001.001.004.008.002.004.000.801.006.401.004.001.003.8015.20

02.02.04.01.04PISO DE CEMENTO PULIDO E=2" BRUADO EN VEREDASm265.231er Piso1.001.007.405.9544.032do nivel1.001.001.8511.4621.20

02.02.04.02VEREDA

02.02.04.02.01VEREDA DE CONCRETO 4" INC ENCOFRADOm258.34Frontal1.001.002.0012.4524.90lateral1.002.000.806.9511.12posterior1.001.001.2018.6022.32

02.02.04.02.02JUNTAS DE CONST. EN VEREDAS E=1"m15.60Frontal3.001.002.006.00lateral3.002.000.804.80posterior4.001.001.204.80

02.02.04.02.03JUNTAS DE DILATACION EN CANAL PLUVIAL, VEREDASm15.60Frontal3.001.002.006.00lateral3.002.000.804.80posterior4.001.001.204.80

02.02.05CONTRAZCALOS, ZCALOS

02.02.05.01ZOCALOS

02.02.05.01.01ZOCALO DE MAYOLICA BLANCA 0.20X0.30CM. 1ERA.m271.20entre 4-4 y 5-52.001.000.801.201.92entre 5-5 y 6-62.001.001.471.203.53Interior

entre ejes 4-5 y A-B2.001.001.961.204.702.001.003.201.207.682.001.001.711.204.10entre ejes 4-5 y B-C2.001.001.441.203.442.001.001.231.202.952.001.000.451.201.08entre ejes 5-6 y B-C2.001.000.921.202.212.001.002.001.204.80eje 6-61.001.002.801.203.36eje 4-41.001.002.801.203.361.001.000.341.200.401.001.000.821.200.981er Piso entre ejes 5-6 y A-C2.001.000.421.951.642.002.001.141.958.892.002.000.521.954.062.001.001.561.956.082.001.000.641.952.502.002.000.451.953.51

02.02.05.01.02ZOCALO DE CEMENTOm215.86perimetro bloque1.001.000.3052.8515.86

02.02.05.02CONTRAZOCALOS

02.02.05.02.01CONTRAZOCALO DE MADERA TORNILLO DE 3/4" X 3"m115.151er nivel1.001.0026.8026.801.001.0019.0519.052do Nivel1.001.0018.0518.051.001.0019.0619.061.001.0032.1932.19

02.02.06CARPINTERIA DE MADERA

02.02.06.01PUERTAS

02.02.06.01.01PUERTA DE MADERA APANELADA TORNILLO INC ACABADO EN LACAM230.331er nivel P-1 (1.00x2.55m2)1.003.001.002.557.65P-2 (1.00x2.55m2)1.002.001.002.555.10P-3 (0.60x2.00m2)1.005.000.602.006.00P-4 (0.75x2.00m2)1.002.000.752.003.002do Nivel P-5 (1.00x2.35m2)1.002.001.002.354.70P-6 (1.65x2.35m2)1.001.001.652.353.88

02.02.06.01.02COLOCACION DE PUERTASund15.001.0015.0015.00

02.02.06.01.03MUEBLE EMPOTRADO EN AULASGLB4.00armarios de madera1.004.004.0002.02.07CARPINTERIA METALICA

02.02.07.01VENTANAS

02.02.07.01.01VENTANA METALICA SEGUN DISEOm236.911er nivel V-1 (3.56x1.40m2)1.001.001.403.564.98V-2 (2.56x1.40m2)1.001.001.402.563.58V-3 (2.58x2.00m2)1.001.001.402.583.61V-4 (3.56x0.60m2)1.001.003.560.602.14V-5 (1.56x0.60m2)1.002.001.560.601.87V-6 (0.60x1.70m2)1.001.000.601.701.02V-7 (0.60x0.96m2)1.001.000.960.600.58V-8 (0.60x1.87m2)1.001.001.870.601.12

2do Nivel V-1 (3.56x1.40m2)1.001.001.403.564.98V-2 (2.56x1.40m2)1.001.001.402.563.58V-3 (2.58x2.00m2)1.001.001.402.583.61V-5 (1.56x0.60m2)1.002.001.560.601.87V-9 (1.40x2.82m2)1.001.002.821.403.95

02.02.07.01.02COLOCACION DE VENTANASund15.00

02.02.08VIDRIOS CRISTALES Y SIMILARES

02.02.08.01VIDRIOS SEMIDOBLES NACIONALESp2397.251er nivel V-1 (3.56x1.40m2)1.001.001.403.5610.7653.65V-2 (2.56x1.40m2)1.001.001.402.5610.7638.58V-3 (2.58x2.00m2)1.001.001.402.5810.7638.88V-4 (3.56x0.60m2)1.001.003.560.6010.7622.99V-5 (1.56x0.60m2)1.002.001.560.6010.7620.15V-6 (0.60x1.70m2)1.001.000.601.7010.7610.98V-7 (0.60x0.96m2)1.001.000.960.6010.766.20V-8 (0.60x1.87m2)1.001.001.870.6010.7612.082do Nivel V-1 (3.56x1.40m2)1.001.001.403.5610.7653.65V-2 (2.56x1.40m2)1.001.001.402.5610.7638.58V-3 (2.58x2.00m2)1.001.001.402.5810.7638.88V-5 (1.56x0.60m2)1.002.001.560.6010.7620.15V-9 (1.40x2.82m2)1.001.002.821.4010.7642.50

02.02.09CERRAJERIA

02.02.09.01BISAGRAS CAPUCHINAS 4"x 4"pza53.001er nivel P-1 (1.00x2.55m2)4.003.0012.00P-2 (1.00x2.55m2)4.002.008.00P-3 (0.60x2.00m2)3.005.0015.00P-4 (0.75x2.00m2)3.002.006.002do Nivel P-5 (1.00x2.35m2)4.002.008.00P-6 (1.65x2.35m2)4.001.004.00

02.02.09.02CERRADURA PARA PUERTA PRINC. PESADA 03 golpespza8.001er nivel P-1 (1.00x2.55m2)3.003.00P-2 (1.00x2.55m2)2.002.00

2do Nivel P-5 (1.00x2.35m2)2.002.00P-6 (1.65x2.35m2)1.001.00

02.02.09.03CERRADURA TIPO BOLA PARA INTERIORESpza7.00P-3 (0.60x2.00m2)5.005.00P-4 (0.75x2.00m2)2.002.00

02.02.10PINTURA EN GENERAL

02.02.10.01PINTURA LATEX EN MUROS INTERIORESm2181.36ver metrados de tarrajeo interior1.001.00181.36

02.02.10.02PINTURA LATEX EN EXTERIORESm2180.81ver metrados de tarrajeo exterior1.001.00180.81

02.02.10.03PINTURA EN COLUMNASm2176.82ver tarrajeo en columnas1.001.00176.82

02.02.10.04PINTURA EN VIGASm2159.39ver tarrajeo en vigas1.001.00159.39

02.02.10.05PINTURA EN DERRAME DE PUERTAS Y VENTANASML164.741er nivel P-1 (1.00x2.55m2)1.003.006.1018.30P-2 (1.00x2.55m2)1.002.006.1012.20P-3 (0.60x2.00m2)1.005.004.6023.00P-4 (0.75x2.00m2)1.002.004.759.502do Nivel P-5 (1.00x2.35m2)1.002.005.7011.40P-6 (1.65x2.35m2)1.001.006.356.351er nivel V-1 (3.56x1.40m2)1.001.008.528.52V-2 (2.56x1.40m2)1.001.006.526.52V-3 (2.58x2.00m2)1.001.006.566.56V-4 (3.56x0.60m2)1.001.004.764.76V-5 (1.56x0.60m2)1.002.002.765.52V-6 (0.60x1.70m2)1.001.004.004.00V-7 (0.60x0.96m2)1.001.002.162.16V-8 (0.60x1.87m2)1.001.003.073.072do Nivel V-1 (3.56x1.40m2)1.001.009.929.92V-2 (2.56x1.40m2)1.001.007.927.92V-3 (2.58x2.00m2)1.001.007.967.96V-5 (1.56x0.60m2)1.002.004.328.64V-9 (1.40x2.82m2)1.001.008.448.44

02.02.10.06PINTURA ESMALTE EN ZOCALOSm210.57perimetro bloque1.001.000.2052.8510.57

02.02.10.07PINTURA EN CIELORASO SOBRE TRIPLAYm2160.31triplay1.001.00160.31

02.02.10.08PINTURA LATEX VINILICA EN CIELORASO 2 manosm2119.97cemento1.001.00119.97

02.02.10.09PINTURA EN CARPINTERIA METALICA (ESMATE Y ANTIC.)m236.911er nivel V-1 (3.56x1.40m2)1.001.001.403.564.98V-2 (2.56x1.40m2)1.001.001.402.563.58V-3 (2.58x2.00m2)1.001.001.402.583.61V-4 (3.56x0.60m2)1.001.003.560.602.14V-5 (1.56x0.60m2)1.002.001.560.601.87V-6 (0.60x1.70m2)1.001.000.601.701.02V-7 (0.60x0.96m2)1.001.000.960.600.58V-8 (0.60x1.87m2)1.001.001.870.601.12

2do Nivel V-1 (3.56x1.40m2)1.001.001.403.564.98V-2 (2.56x1.40m2)1.001.001.402.563.58V-3 (2.58x2.00m2)1.001.001.402.583.61V-5 (1.56x0.60m2)1.002.001.560.601.87V-9 (1.40x2.82m2)1.001.002.821.403.95

02.02.10.10PINTURA BARNIZ EN PUERTASm230.331er nivel P-1 (1.00x2.55m2)1.003.001.002.557.65P-2 (1.00x2.55m2)1.002.001.002.555.10P-3 (0.60x2.00m2)1.005.000.602.006.00P-4 (0.75x2.00m2)1.002.000.752.003.002do Nivel P-5 (1.00x2.35m2)1.002.001.002.354.70P-6 (1.65x2.35m2)1.001.001.652.353.88

02.02.10.11PINTURA BARNIZ EN ZOCALO DE MADERAm115.151er nivel1.001.0026.8026.801.001.0019.0519.052do Nivel1.001.0018.0518.051.001.0019.0619.061.001.0032.1932.1902.03INSTALACIONES SANITARIAS

02.03.01APARATOS SANITARIOS Y ACCESORIOS

02.03.01.01INODORO TANQUE BAJO CON ACCESORIOSpza7.0061.007.007.00

02.03.01.02LAVATORIO DE PAREDpza6.0051.006.006.00

02.03.01.03LAVADERO DE ACERO INOXIDABLEund2.00

1.002.002.00

02.03.01.04COLOCACION DE APARATOS SANITARIOS

02.03.01.04.01COLOCACION DE APARATOS SANITARIOSund15.001.0015.0015.0002.03.02ACCESORIOS SANITARIOS

02.03.02.01PAPELERA DE LOZApza7.001.007.007.0002.03.02.02JABONERA DE LOZApza6.001.006.006.0002.03.02.03COLOCACION DE ACCESORIOS SANITARIOS

02.03.02.03.01COLOCACION DE ACCESORIOS SANITARIOSund13.001.0013.0013.0002.03.03SISTEMA DE DESAGUE

02.03.03.01SALIDAS DE DESAGUE

02.03.03.01.01SALIDA DE DESAGUE EN PVC - SAL 4"pto7.001.007.007.00

02.03.03.01.02SALIDA DESAGUE EN PVC - SAL 2"pto8.001.006.006.001.002.002.0002.03.03.01.03SALIDA DE VENTILACION EN PVC - SAL 2"pto3.001.003.003.00

02.03.03.02ADITAMENTOS VARIOS

02.03.03.02.01REGISTRO ROSCADO DE BRONCE DE 4"pza7.001.007.007.00

02.03.03.02.02SUMIDERO DE BRONCE 2"und6.001.006.006.00

02.03.04REDES DE DISTRIBUCION

02.03.04.01RED DE DESAGUE

02.03.04.01.01TUBERIA DE PVC - SAL 4"m31.751.001.0031.7531.75

02.03.04.01.02TUBERIA DE PVC - SAL 2" .m60.151.001.0060.1560.15

02.03.04.01.03EXCAVACION DE ZANJA DE 0.40x0.50 PARA TUBERIA DE DESAGUEm91.901.001.0091.9091.90

02.03.04.01.04RELLENO Y COMPACTACION DE ZANJAS PARA DESAGUEm152.051.001.00152.05152.05

02.03.05ACCESORIOS DE REDES DE DESAGUE

02.03.05.01YEE PVC - SAL 4" x 2"und16.001.0016.0016.00

02.03.05.02YEE PVC - SAL 2"x2"und6.001.006.006.00

02.03.05.03CODO PVC - SAL 2"x45und4.001.004.004.00

02.03.05.04CODO PVC - SAL 2" x 90und13.001.0013.0013.00

02.03.05.05REDUCCION PVC - SAL 4"x2"und3.001.003.003.00

02.03.05.06TEE PVC - SAL 4"x4"und6.001.006.006.0002.03.05.07SOMBRERO VENTILACION PVC 2"und3.001.003.003.00

02.03.06CAMARAS DE INSPECCION

02.03.06.01CAJA DE REGISTRO DESAGUE 12"X24" .pza3.001.003.003.0002.03.07SISTEMA DE AGUA FRIA

02.03.07.01SALIDA DE AGUA FRIA

02.03.07.01.01SALIDA DE AGUA FRIA PVC SAP 1/2"pto17.001.0017.0017.0002.03.07.02REDES DE DISTRIBUCION

02.03.07.02.01TUBERIA PVC CLASE 10 - 1/2"m80.751.001.0065.7565.751.0015.001.0015.0002.03.07.03ACCESORIOS DE REDES DE AGUA

02.03.07.03.01CODO PVC - SAP 1/2"x90und17.001.0017.0017.00

02.03.07.03.02TEE PVC - SAP 1/2"und18.001.0018.0018.00

02.03.07.04LLAVES Y VALVULAS

02.03.07.04.01LLAVE CROMADA PARA LAVATORIO TIPO VAINZApza8.001.008.008.00

02.03.07.04.02VALVULA COMPUERTA BRONCE U/R DE 1/2"und4.001.004.004.00

02.03.07.05PIEZAS VARIAS

02.03.07.05.01CAJA CON TAPA METALICA PARA VALVULAS DE F G 12x12 EMPOTRADO EN PAREDund4.001.004.004.00

02.03.08SISTEMA DE AGUA DE LLUVIA

02.03.08.01CANALETA DE PLANCHA GALVANIZADA 1/32 S/DML.31.101.001.0012.5012.501.001.0018.6018.60

02.03.08.02TUBERIA DE BAJADA PLUVIAL PVC D=4"m32.401.004.005.7022.801.008.001.209.60

02.03.08.03CODO PVC - SAL 4"x4" x 90und12.0012.0002.03.08.04COLUMNETA PARA SOPORTE DE TUBERIAS

02.03.08.04.01CONCRETO EN COLUMNETAS Y VIGUETAS F'C 175 Kg/cm2m30.324.000.201.600.250.32

02.03.08.04.02ENCOFRADO DESENCOFRADO EN COLUMNETASm24.484.001.600.704.48

02.04INSTALACIONES ELECTRICAS

02.04.01SALIDAS EMPOTRADAS

02.04.01.01SALIDA DE TECHO (CENTRO DE LUZ)pto40.001.0040.0040.00

02.04.01.02SALIDA PARA TOMACORRIENTE BIPOLAR SIMPLEpto23.001.0023.0023.00

02.04.01.03SALIDA P/CAJA DE PASE GALV. DE 100X50MM C/TAPAund2.001.002.002.0002.04.02TUBERIA PARA ELECTRICIDAD

02.04.02.01TUBERIA ELECT. PVC SAP 3/4"m200.00tomacorrientes1.001.0068.7068.70centro de luz1.001.00131.30131.30

02.04.03CABLEADO EN INTERIORES

02.04.03.01CABLE ELECT. LSOH N 12 (4.0MM2)m171.75tomacorrientes1.002.5068.70171.75

02.04.03.02CABLE ELECT. LSOH N 14 (2.5MM2)m393.90centro de luz1.003.00131.30393.90

02.04.04APARATOS ELECTRICOS

02.04.04.01FLUORESCENTE RECTO 2X40 W (SIM.BE JOSFEL)und35.001.0035.0035.00

02.04.04.02FOCO AHORRADOR 100W INCLUYE SOQUETund5.001.005.005.00

02.04.05TABLEROS Y CUCHILLAS

02.04.05.01TABLERO ELECT. GABINETE MET. - 08 CIRCUITOSund2.001.002.002.00

02.04.05.02INTERRUPTOR THERMOMAGNETICO DE 20Aund2.001.002.002.00

02.04.05.03INTERRUPTOR TERMOMAGNETICO DE 15Aund4.001.004.004.00