metrado san nicolã¡s estructuras polideportivo

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Polideportivo

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POLIDEPORTIVOPROYECTO: ADECUACIN, MEJORAMIENTO Y SUSTITUCION DE LA INFRAESTRUCTURA EDUCATIVA DE LA I. E. " SAN NICOLAS"

OBRA: POLIDEPORTIVOESTRUCTURAS 02.04TRAZO Y REPLANTEO GENERAL PARA TODO EL TERRENO CODDESCRIPCIONUnd.CantidadLAHreaMETRADOTOTAL02.04.01TRAZO Y REPLANTEO C/EQUIPOm21,755.62 40.4843.371,755.62

03MOVIMIENTO DE TIERRAS03.02EXCAVACIONES03.02.01EXCAVACION DE ZANJAS Y ZAPATAS RT= 2.0 KG/CM2 H=2.0 mm3518.13ZapatasZ-116.002.402.301.25110.40Z-24.001.701.901.2516.15Z-312.001.301.301.2525.35Z-42.006.202.251.2534.88Z-52.004.901.401.2517.15Z-62.002.302.301.2513.23CimentacionesEJE AK1.0018.440.601.4015.49EJE AJ1.0019.590.601.2014.101.002.150.401.100.951.004.731.001.205.67

EJE AH1.0027.900.400.859.491.005.551.000.854.721.000.670.184.100.48

EJE AA1.0018.440.601.4015.491.003.000.401.101.322.000.780.781.101.32

EJE AB1.0019.590.601.2014.101.001.980.401.100.871.003.150.401.101.391.001.001.001.101.101.001.000.501.100.55

EJE AC1.0027.900.400.859.491.005.551.000.854.721.000.670.184.100.48

EJE A11.0016.100.601.4013.52EJE A81.005.150.601.404.33EJE A101.009.250.401.104.071.000.780.781.100.661.001.001.001.101.101.001.001.181.101.29

EJE A111.006.470.401.102.851.0022.651.254.15117.501.003.951.002.108.301.000.780.781.100.661.001.000.501.100.55

EJE A41.003.770.401.101.661.009.450.601.106.24EJE A51.002.430.401.101.071.009.450.601.106.24

SECCION X-X y SECCION Y - Y1.001.400.400.600.342.000.550.400.600.262.000.500.400.600.246.000.300.400.600.432.003.000.400.601.442.002.750.400.601.322.002.100.400.601.01Interiores Seccin C-C4.003.880.401.106.824.000.880.401.101.544.000.850.401.101.49SECCION A-A1.0019.000.551.0010.452.001.750.551.001.931.001.200.551.000.662.001.200.551.001.32

03.03RELLENO03.03.01RELLENO C/MATERIAL PROPIO PARA RELLENAR ZANJASm368.67ZapatasreaEje A-A1.001.300.500.65Interiores4.002.720.505.441.002.320.501.161.002.070.501.041.001.360.500.68Exteriores1.003.480.652.266.002.070.658.071.003.410.652.22Eje A-B2.000.480.500.483.000.390.500.581.000.360.500.181.002.850.501.43Eje A -C1.006.200.503.101.002.010.501.001.006.200.654.03Eje 1d1.001.630.500.821.004.070.652.65Eje 1e1.002.290.501.141.002.290.651.49Eje 1f1.002.290.501.141.002.290.651.49Eje 1g1.006.200.654.031.001.630.500.82Eje A-J2.000.480.500.483.000.390.500.581.000.360.500.18Eje A-K1.001.300.500.65Interiores4.002.720.505.441.002.320.501.161.002.070.501.041.001.360.500.68Exteriores1.003.480.652.266.002.070.658.071.003.410.652.22

03.03.03RELLENO CON AFIRMADO E=4" PARA PISOS INTERIORES Y EXTERIORESm3hrea410.13Graderas4.002.000.753.6421.86Nota: Se ha considerado las alturas por cada rea que4.001.000.4510.0018.00representa un paso de las graderas4.002.000.4510.2436.864.001.000.4510.0618.104.001.000.457.2313.014.001.000.5046.9493.89reas de ambientes de Polideportivorea0.0SS.HH. Discapacitados Hombres1.001.005.740.150.86SS.HH. Hombres1.001.0023.390.153.51Almacen1.001.0015.820.152.37Topico1.001.0011.920.151.79Ingreso1.001.0027.750.154.16Duchas+Camerino+Vestuario+SS.HH. Discapacitados1.001.0062.870.159.43Ingreso N 011.001.0039.620.155.94Almacen 1.001.0018.050.152.71Vestidores1.001.0014.580.152.19Escenario1.001.00155.340.1523.30Vestidores1.001.0014.580.152.19Hall de Servicio+Plataforma de Ingreso1.001.0038.820.155.82Vestuario Mujeres+Camerino+Duchas+SS.HH. Discapac.1.001.0090.140.1513.52Ingreso N 021.001.0027.750.154.16Administracin1.001.0028.220.154.23SS.HH. Mujeres1.001.0026.430.153.96SS.HH. Discapacitados1.001.005.560.150.83Hall1.001.0015.640.152.35Area deportiva1.001.00738.720.15110.81Ingreso Principal1.001.0028.510.154.28

03.05ELIMINACION DE MATERIAL EXEDENTE03.05.02ACARREO INTERNO, MATERIAL PROCEDENTE DE DEMOLICIONm3539.34Volumen de excavacin estruc. Proyectada1.20449.45539.34

03.05.02ELIMINACION DE MATERIAL EXEDENTEm3539.34Volumen de excavacin estruc. Proyectada1.20449.45539.34Volumen de excavacin excedente de excavacion masiva c/maquinaria1.15-ERROR:#REF!ERROR:#REF!

04OBRAS DE CONCRETO SIMPLE04.01SOLADOS04.01.01SOLADO PARA CIMIENTOS CORRIDOS E=4" MEZCLA 1:12 CEMENTO:HORMIGONm2271.10ZapatasZ-116.002.402.3088.32Z-24.001.701.9012.92Z-312.001.301.3020.28Z-42.006.202.2527.90Z-52.004.901.4013.72Z-62.002.302.3010.58CimientosEJE A81.0019.000.5510.45EJE AH2.0013.600.4010.881.001.75EJE AJ1.0038.390.6023.03EJE AC2.0013.600.4010.88EJE AB1.0038.390.6023.03EJE 11.0015.281.2519.10

04.01.02FALSO CIMIENTO F'C=80 KG/CM2 + 30% P.G. MX=6"m365.66Corte C2-C21.002.951.101.003.251.004.731.101.005.20Corte F-F1.004.301.001.556.671.004.301.001.556.67Seccin 1-11.0022.651.551.2543.88

04.02CIMIENTOS CORRIDOS03.03.00CIMIENTO CORRIDO: CONCRETO f'c=100 kg/cm2 +30% P.G.m3195.39Seccin BBEje AH y Eje AC8.005.530.400.8014.148.000.800.400.802.054.001.300.400.801.66Seccin CCEje AB y Eje AJ2.003.830.400.802.452.000.880.400.800.562.000.850.400.800.542.003.680.400.802.351.001.890.400.800.601.002.420.400.800.772.003.830.400.802.452.000.880.400.800.562.000.850.400.800.541.003.680.400.801.181.001.790.400.800.571.002.430.400.800.78Eje AA1.003.000.400.800.96Eje AB1.003.150.400.801.01Eje A111.003.600.400.801.151.002.880.400.800.92Secciones cuadradas1.000.780.780.400.241.001.000.630.800.50Seccin DDGraderas4.004.530.600.808.694.005.330.600.8010.224.0010.620.600.8020.39rea4.000.801.254.01Seccin EEEje AJ, entre Eje A09 y Eje 101.002.180.400.800.70Eje AB, entre Eje A09 y Eje 101.001.980.400.800.63Eje A10, entre Eje AA y Eje AB1.003.600.400.801.151.001.001.000.800.801.000.780.780.800.48Seccin FFSeccin AC y AD1.003.381.000.802.70Seccin AH y AI1.001.001.180.800.941.004.301.000.803.441.000.671.180.800.63Seccin C1-C10.0Eje A10, entre Eje AB y Eje AC1.002.700.500.801.08Eje A10, entre Eje AI y Eje AJ1.003.080.500.801.23Seccin C2-C20.0Eje AJ, entre Eje A10 y Eje A111.004.731.000.502.36Eje A11, entre Eje AI y Eje AJ1.002.951.000.501.48Seccin 1-10.0Eje A11, entre Eje AC y Eje AI1.0022.651.250.8022.65Seccin X-Xrea2.002.751.9910.922.002.101.998.341.001.801.993.57Seccin Y-Yrea10.001.401.9927.792.000.551.992.184.000.501.993.978.000.301.994.762.000.601.992.382.003.001.9911.91

04.03SOBRECIMIENTOS04.03.01CONCRETO f'c=175 kg/cm2 PARA SOBRECIMIENTOm32.03Seccin CCInterior entre Eje A1 y Eje A22.000.730.150.200.042.000.550.150.200.032.000.750.150.200.052.002.500.150.200.155.003.750.150.200.562.002.500.150.200.152.000.400.150.200.022.000.550.150.200.032.000.850.150.200.052.002.500.150.200.152.003.700.150.200.221.000.650.150.200.022.003.400.150.200.20Seccin XX2.002.750.150.200.172.002.100.150.200.131.001.550.150.200.05

04.03.02SOBRECIMIENTO, ENCOFRADO Y DESENCOFRADOm227.00Seccin CCInterior entre Eje A1 y Eje A24.000.730.200.584.000.550.200.444.000.750.200.604.002.500.202.0010.003.750.207.504.002.500.202.004.000.400.200.324.000.550.200.444.000.850.200.684.002.500.202.004.003.700.202.962.000.650.200.264.003.400.202.72Seccin XX4.002.750.202.204.002.100.201.682.001.550.200.62

05CONCRETO ARMADO05.01ZAPATA CORRIDA05.01.01CONCRETO EN ZAPATAS CORRIDAS f'c=210 kg/cm2m386.86Z-116.002.402.300.5044.16Z-24.001.701.900.506.46Z-312.001.301.300.5010.14Z-42.006.202.250.5013.95Z-52.004.901.400.506.86Z-62.002.302.300.505.29

05.01.02ZAPATAS. ACERO Fy=4,200 kg/cm2KGNvecesLONG.TRANSV.NvecesKG/MLMETRADO976.50 Z-112.002.2511.001.55204.602.1512.001.55223.20Z-24.001.559.001.5555.801.758.001.5549.60Z-38.001.156.001.5574.401.156.001.5574.40Z-42.006.0511.001.5534.102.1031.001.5596.10Z-52.004.757.001.5521.701.2524.001.5574.40Z-62.002.1511.001.5534.102.1511.001.5534.10

05.03VIGAS DE CIMENTACION05.03.01VIGAS DE CIMENT.- FC=210 kg/cm2 - INCLUYE CURADOm39.60EJE A11.003.400.250.700.601.002.850.250.700.501.004.250.250.700.741.003.900.250.700.681.002.850.250.700.501.003.400.250.700.601.002.930.250.700.511.005.050.250.700.881.002.930.250.700.51Eje 1d y 1e2.002.650.250.700.93Entre Eje A1 y Eje A22.002.750.150.400.332.000.450.150.400.052.000.750.150.400.092.000.730.150.400.095.003.750.150.401.132.002.500.150.400.302.002.500.150.400.302.000.550.150.400.072.000.850.150.400.102.000.400.150.400.05EJE A82.004.000.150.400.48Corte E-E1.002.800.150.400.17

05.03.02VIGAS DE CIMENT..- ENCOF. Y DESENCOFm293.59EJE A12.003.400.704.762.002.850.703.992.004.250.705.952.003.900.705.462.002.850.703.992.003.400.704.762.002.930.704.102.005.050.707.072.002.930.704.10Eje 1d y 1e4.002.650.707.42Seccin C-C4.002.750.404.404.000.450.400.724.000.750.401.204.000.730.401.1610.003.750.4015.004.002.500.404.004.002.500.404.004.000.550.400.884.000.850.401.364.000.400.400.64EJE A84.004.000.406.40Corte E-E2.002.800.402.24

05.03.03VIGAS DE CIMENT.- ACERO Fy=4,200 kg/cm2KGNvecesLONG.TRANSV.NvecesKG/MLMETRADO1,189.10Eje A1 5/8"2.0015.376.001.55285.88 3/8"2.0013.872.000.5631.07Estribos 3/8"2.001.8464.000.56131.89 5/8"1.0014.426.001.55134.11 3/8"1.0012.422.000.5613.91Estribos 3/8"1.001.8468.000.5670.07Eje 1d y 1e 5/8"2.004.426.001.5582.21 3/8"2.003.422.000.567.66 3/8"2.001.8418.000.5637.09Eje A8 5/8"2.006.126.001.55113.83 3/8"2.005.122.000.5611.47 3/8"2.001.8424.000.5649.46Entre Eje A1 y Eje A2 3/8"4.004.274.000.5638.26Estribos 1/4"4.001.0423.000.2523.92 3/8"4.001.474.000.5613.17Estribos 1/4"4.001.047.000.257.28 3/8"4.001.454.000.5612.95Estribos 1/4"4.001.047.000.257.28 3/8"5.004.624.000.5651.74Estribos 1/4"5.001.0422.000.2528.60 3/8"2.003.474.000.5615.55Estribos 1/4"2.001.0417.000.258.84Tramo de seccin E-E 3/8"1.003.424.000.567.66Estribos 1/4"1.001.0420.000.255.20

05.04SOBRECIMIENTO REFORZADO05.04.01SOBRECIMIENTO REFORZADO FC=210 kg/cm2 - INCLUYE CURADOm30.61Corte C1-C11.003.400.151.200.610.005.04.02SOBRECIMIENTO REFORZADO - ENCOFRADO Y DESENCOFRADOm28.162.003.401.208.160.0

05.04.03SOBRECIMIENTO REFORZADO - ACERO DE REFUERZO F'Y=4200 KG/CM2kg49.77Eje A10, entre Eje AB y AC (Corte C1-C1)1.002.9214.000.9940.471.003.325.000.569.300.005.05COLUMNAS05.05.01COLUMNAS.- FC=210 kg/cm2 - INCLUYE CURADOm3113.79TipoC16.000.600.2510.159.14C28.000.600.5010.1524.368.000.600.5013.1531.56C32.001.500.2511.158.36C42.000.600.2