AceroPLANILLA DE METRADOS ACEROPROYECTO: VIVIENDA MULTIFAMILIARPartidaDescripcinDiseoN Elemento IgualesN Piezas por ElementoLongitud por Pieza (m)Longitud Parcial (m)Clasificacion (m)Peso Peso1/4"3/8"1/2"5/8"3/4"1"parcialTotal0.2480.560.9941.5522.2353.973kgkg05OBRAS DE CONCRETO ARMADO05.01ZAPATAS05.01.02Acero grado 60 en zapatas1,098.02Eje A, del eje 1 al 4Z-11/2"1111.2814.0814.0821.851/2"1111.1612.7612.7619.80Z-21/2"2111.6335.8635.8655.651/2"2131.2833.2833.2851.65Z-31/2"1110.9310.2310.2315.881/2"181.2810.2410.2415.89Eje B, del eje 1 al 4Z-11/2"1201.1322.6022.6035.081/2"192.4421.9621.9634.08Z-21/2"2192.4492.7292.72143.901/2"2192.4492.7292.72143.90Z-31/2"1201.1322.6022.6035.081/2"192.4421.9621.9634.08Eje C, del eje 1 al 4Z-11/2"1201.1322.6022.6035.081/2"192.4421.9621.9634.08Z-21/2"1192.4446.3646.3671.951/2"1192.4446.3646.3671.95Z-31/2"1191.2523.7523.7536.861/2"1102.3823.8023.8036.94Z-41/2"1112.8231.0231.0248.141/2"1231.3330.5930.5947.48Eje D, del eje 1 al 4Z-11/2"291.1320.3420.3431.571/2"291.1320.3420.3431.57Z-21/2"191.6314.6714.6722.771/2"1131.1314.6914.6922.8005.02VIGAS DE CONEXIN05.02.03Acero grado 60 en vigas de conexin14,784.74VIGAS DE CONEXIN 1 PISOVIGA DE CIMENTACION VCM 01 EJE1,2,35/8"3414.60175.20175.20696.075/8"3314.40129.60129.60514.903/8"3663.92776.16776.16434.65VIGA DE CIMENTACION VCM 02 EJE45/8"149.6038.4038.40152.565/8"1310.1630.4830.48121.103/8"1443.92172.48172.4896.59VIGA DE CONEXION EJE A,B,C5/8"3311.22100.98100.98401.195/8"3311.43102.87102.87408.703/8"3672.40482.40482.40270.14VIGA DE CONEXION EJE D5/8"1311.2233.6633.6675.235/8"1311.4334.2934.2976.643/8"1472.40112.80112.8063.17VIGA DE CONEXION VCN 04 EJE D5/8"4126.74106.96106.96424.955/8"2126.7453.4853.48212.483/8"15011.40210.00210.00117.60VIGAS DE CONEXIN 2, 3 y 4 PISOVIGA DE CONEXION VCN EJE 15/8"3317.75159.75159.75634.695/8"3319.70177.30177.30704.415/8"3841.22307.44307.44172.17VIGA DE CONEXION VCN EJE 25/8"3318.15163.35163.35365.095/8"3314.48130.32130.32291.275/8"3841.22307.44307.44172.17VIGA DE CONEXION VCN EJE 35/8"3317.19154.71154.71614.665/8"3314.93134.37134.37533.855/8"3841.22307.44307.44172.17VIGA DE CONEXION VCN EJE 45/8"3315.38138.42138.42549.945/8"3310.2592.2592.25366.515/8"31.221.224.474.472.50VIGA DE CONEXIN VCN EJE A5/8"3318.41165.69165.69658.295/8"3316.53148.77148.77591.065/8"3701.22256.20256.20143.47VIGA DE CONEXIN VCN EJE B5/8"3317.09153.81153.81611.095/8"3315.64140.76140.76314.605/8"3701.22256.20256.20143.47VIGA DE CONEXIN VCN EJE C5/8"3364.14577.26577.262293.455/8"3311.43102.87102.87229.915/8"3701.22256.20256.20143.47VIGA DE CONEXIN VCN EJE D5/8"3313.97125.73125.73281.015/8"3312.49112.41112.41251.245/8"3491.22179.34179.34100.43VIGAS DE BORDE1/2"327.6645.9645.96182.601/2"327.6645.9645.96102.723/8"3541.02165.24165.2492.53ACERO DE LOSAS 12927.85ACERO DE LOSA A-D x 1-3EJE X3/8"3337.34726.66726.662887.02EJE Y3/8"3274.77386.37386.371535.051/2"3279.49768.69768.693054.011/2"3274.90396.90396.90887.073/8"3271.1089.1089.10353.991/2"3271.42115.02115.02257.07ACERO DE LOSA A-C x 3-4EJE X3/8"3229.56630.96630.962506.80EJE Y1/2"399.52257.04257.041021.221/2"392.5067.5067.50150.863/8"391.6544.5544.55177.001/2"391.6243.7443.7497.7605.03COLUMNAS05.03.03Acero grado 60 en columnas2,875.061 er Nivel-2do Nivel-3er NivelEje A del eje 1 al eje 2C15/8"218.9317.8617.8627.723/4"248.9371.4471.44159.675/8"243.5128.0828.0843.581/2"243.5128.0828.0827.91NPT3/8"2261.0454.0854.0830.281 er Nivel3/8"2201.0441.6041.6023.302do Nivel3/8"2201.0441.6041.6023.303er Nivel3/8"2201.0441.6041.6023.30

Eje D del eje 1 al eje 3C15/8"348.93107.16107.16166.313/4"348.93107.16107.16239.505/8"343.5142.1242.1265.371/2"343.5142.1242.1241.87NPT3/8"3261.0481.1281.1245.431 er Nivel3/8"3201.0462.4062.4034.942do Nivel3/8"3201.0462.4062.4034.943er Nivel3/8"3201.0462.4062.4034.941 er Nivel-2do Nivel-3er Nivel-4 to nivelEje B,C del eje 1 al eje 4C15/8"748.93250.04250.04388.063/4"748.93250.04250.04558.845/8"743.5198.2898.28152.531/2"743.5198.2898.2897.69NPT3/8"7261.04189.28189.28106.001 er Nivel3/8"7201.04145.60145.6081.542do Nivel3/8"7201.04145.60145.6081.543er Nivel3/8"7201.04145.60145.6081.544to Nivel3/8"7181.04131.04131.0473.38

Eje D del eje 3C15/8"148.9335.7235.7255.443/4"148.9335.7235.7279.835/8"143.5114.0414.0421.791/2"143.5114.0414.0413.96NPT3/8"1261.0427.0427.0415.141 er Nivel3/8"1201.0420.8020.8011.652do Nivel3/8"1201.0420.8020.8011.653er Nivel3/8"1201.0420.8020.8011.654to Nivel3/8"1181.0418.7218.7210.4805.03COLUMNAS DE ESCALERA05.03.03Acero grado 60 en columnas389.341 er Nivel-2do Nivel-3er NivelEje A del eje 3 al eje 4C15/8"218.9317.8617.8627.723/4"248.9371.4471.44159.675/8"243.5128.0828.0843.581/2"243.5128.0828.0827.91NPT3/8"2261.0454.0854.0830.281 er Nivel3/8"2301.0462.4062.4034.942do Nivel3/8"2281.0458.2458.2432.613er Nivel3/8"2281.0458.2458.2432.611/4"3/8"1/2"5/8"3/4"1"Peso por ml de varilla0.2480.560.9941.5522.2353.973Acero (ml)0.005,339.25210.601,346.732,048.315,589.63Acero (Kg)03199.27572384223.9899482236.43370724898.430949523762.1319893Acero (Var)063525160244665Total BI (Kg)34,320.26

660143677

&P

1.70-2.05 m

Metrados (4)HOJA DE METRADOS ESTRUCTURAS

PROYECTO: VIVIENDA MULTIFAMILIAR

ItemDescripcionUnidNoNoMedidasSubTotalPartidaElemVecesLargoAnchoAlturaTotalMetrado01OBRAS PROVISIONALES01.01Limpieza de terreno manualm2141.75Area de terreno11.0013.5010.50141.75470.47

01.02Cerco provisional con calamina de h= 3.50 mm48.00cerco provisional12.0010.5021.0012.0013.5027.0002TRABAJOS PRELIMINARES02.01Trazo, niveles y replanteo preliminarm2141.75Area de terreno11.0013.5010.50141.75470.47

02.02Trazo, niveles y replanteo durante el proceso constructivom2141.75Area de terreno11.0013.5010.50141.75470.47

03MOVIMIENTO DE TIERRAS03.01Excavacin de zanjas h= 3.00 (manual)m3150.6129203.01.01ZapatasEje 1, Tramo A - D29.76Z121.001.401.403.0011.7611.76Z221.002.501.203.0018.0018.00Eje 2, Tramo A - D52.20Z121.001.401.753.0014.7014.70Z221.002.502.503.0037.5037.50Eje 3, Tramo A - D40.98Z111.001.401.753.007.357.35Z211.002.502.503.0018.7518.75Z311.002.501.203.009.009.00Z411.001.401.403.005.885.88Eje 4, Tramo A - C27.67Z111.001.401.403.005.885.88Z211.002.501.203.009.009.00Z311.002.941.453.0012.7912.7903.02Excavacin de vigas de cimentacion h=2.60 m (manual)m388.87VIGAS DE CIMENTACIONEje 1-4, Tramo A-B19.86VCM0131.001.911.002.6014.9014.90VCM0211.001.911.002.604.974.97Eje 1-4, Tramo B-C20.80VCM0131.002.001.002.6015.6015.60VCM0211.002.001.002.605.205.20Eje 1-4, Tramo C - DVCM0131.001.791.002.6013.9613.96Eje A , Tramo 1-4VCM0311.004.251.002.6011.0511.05Eje B, Tramo 1 - 4VCM0311.003.151.002.608.198.19Eje C , Tramo 1 - 4VCM0311.002.711.002.607.057.05Eje D, Tramo 1 - 3VCM0411.003.061.002.607.967.96

03.03Eliminacin de material excedentem3150.6103.03.01de las excavaciones manuales11.00150.610.30150.61Esponjamiento 30%

03.04Relleno y compactado en zanjas de cimentacin h=0.40m324.9603.04.01Zapatas14.70Eje 1, Tramo A - D2.77P112.001.151.150.401.061.06P212.002.250.950.401.711.71Eje 2, Tramo A - D5.43P812.001.501.150.401.381.38P912.002.252.250.404.054.05Eje 3, Tramo A - D4.10P1211.001.501.150.400.690.69P1311.002.252.250.402.032.03P1411.002.250.950.400.860.86P1511.001.151.150.400.530.53Eje 4, Tramo A - C2.41P511.001.151.150.400.530.53P611.002.250.950.400.860.86P711.002.690.950.401.021.0203.04.02vigas10.25Eje 1, Tramo A - D10.25VCM0111.005.700.750.401.711.71Eje 2, Tramo A - DVCM0111.005.700.750.401.711.71Eje 3, Tramo A - DVCM0111.005.700.750.401.711.71Eje 4, Tramo A - DVCM0211.003.910.750.401.171.173Eje A , Tramo 1- 4VCM0311.004.250.750.401.281.275Eje B , Tramo 1- 4VCM0311.003.150.750.400.950.945Eje C , Tramo 1- 3VCM0311.002.710.750.400.810.813Eje D , Tramo 1- 3VCM0411.003.060.750.400.920.91803.05Relleno y compactado en zanjas de cimentacin h=2.20m3155.3903.05.01Zapatas17.73Eje 1, Tramo A - D17.73P112.001.251.252.206.886.88P212.002.351.052.2010.8610.86Eje 2, Tramo A - D33.10P812.001.601.252.208.808.80P912.002.352.352.2024.3024.30Eje 3, Tramo A - D25.42P1211.001.601.252.204.404.40P1311.002.352.352.2012.1512.15P1411.002.351.052.205.435.43P1511.001.251.252.203.443.44Eje 4, Tramo A - C15.31P511.001.251.252.203.443.44P611.002.351.052.205.435.43P711.002.791.052.206.446.4403.05.02vigas63.83Eje 1, Tramo A - DVCM0111.005.700.852.2010.6610.75Eje 2, Tramo A - DVCM0111.005.700.852.2010.6610.75Eje 3, Tramo A - DVCM0111.005.700.852.2010.6610.75Eje 4, Tramo A - DVCM0211.003.910.852.207.318.96Eje A , Tramo 1- 4VCM0311.004.250.852.207.959.30Eje B , Tramo 1- 4VCM0311.003.150.852.205.898.20Eje C , Tramo 1- 3VCM0311.002.710.852.205.077.76Eje D , Tramo 1- 3VCM0411.003.060.852.205.728.11

04OBRAS DE CONCRETO SIMPLE04.01SOLADOSm38.1604.01.01Zapatas4.92Eje 1, Tramo A - D0.99P112.001.401.400.100.39P212.002.501.200.100.60Eje 2, Tramo A - D1.67P812.001.751.200.100.42P912.002.502.500.101.25Eje 3, Tramo A - D1.33P1211.001.751.200.100.21P1311.002.502.500.100.63P1411.002.501.200.100.30P1511.001.401.400.100.20Eje 4, Tramo A - C0.92P511.001.401.400.100.20P611.002.501.200.100.30P711.002.941.450.100.4304.01.02vigas3.25Eje 1, Tramo A - DVCM0111.005.700.950.100.540.54Eje 2, Tramo A - DVCM0111.005.700.950.100.540.54Eje 3, Tramo A - DVCM0111.005.700.950.100.540.54Eje 4, Tramo A - DVCM0211.003.910.950.100.370.37Eje A , Tramo 1- 4VCM0311.004.250.950.100.400.40Eje B , Tramo 1- 4VCM0311.003.150.950.100.300.30Eje C , Tramo 1- 3VCM0311.002.710.950.100.260.26Eje D , Tramo 1- 3VCM0411.003.060.950.100.290.2905OBRAS DE CONCRETO ARMADO05.01ZAPATAS05.01.01Concreto f'c=210 kg/cm, en zapatasm319.6605.01.01.01ZapatasEje 1, Tramo A - D3.97P112.001.401.400.401.571.57P212.002.501.200.402.402.40Eje 2, Tramo A - D6.68P812.001.751.200.401.681.68P912.002.502.500.405.005.00Eje 3, Tramo A - D5.32P1211.001.751.200.400.840.84P1311.002.502.500.402.502.50P1411.002.501.200.401.201.20P1511.001.401.400.400.780.78Eje 4, Tramo A - C3.69P511.001.401.400.400.780.78P611.002.501.200.401.201.20P711.002.941.450.401.711.7105.01.02Acero grado 60, en zapataskg0.00zapatas11.001098.0205.02VIGAS DE CONEXIN Y VIGAS DE CIMENTACION05.02.01Concreto f'c=210 kg/cm, en vigas de conexinm37.93Eje 1, Tramo A - D7.93VCM0111.0011.900.250.401.191.19Eje 2, Tramo A - DVCM0111.0011.900.250.401.191.19Eje 3, Tramo A - DVCM0111.0011.900.250.401.191.19Eje 4, Tramo A - DVCM0211.008.060.250.400.810.81Eje A , Tramo 1- 4VCM0311.009.550.250.400.960.96Eje B , Tramo 1- 4VCM0311.009.550.250.400.960.96Eje C , Tramo 1- 3VCM0311.009.550.250.400.960.96Eje D , Tramo 1- 3VCM0411.006.860.250.400.690.6905.02.02Encofrado y desencofrado en vigas de conexinm2158.54Eje 1, Tramo A - D158.54VCM0112.0011.900.4023.809.52Eje 2, Tramo A - DVCM0112.0011.900.4023.809.52Eje 3, Tramo A - DVCM0112.0011.900.4023.809.52Eje 4, Tramo A - DVCM0212.008.060.4016.126.448Eje A , Tramo 1- 4VCM0312.009.550.4019.107.64Eje B , Tramo 1- 4VCM0312.009.550.4019.107.64Eje C , Tramo 1- 3VCM0312.009.550.4019.107.64Eje D , Tramo 1- 3VCM0412.006.860.4013.725.488Acero grado 60, en vigas de conexinkg0.00vigas de conexin05.03.03Concreto mezcla C:H: 1:8 + 25% P.M., en sobrecimientos armadom327.94Eje 1, Tramo A - D27.94VCM0111.0011.900.152.354.194.19Eje 2, Tramo A - DVCM0111.0011.900.152.354.194.19Eje 3, Tramo A - DVCM0111.0011.900.152.354.194.19Eje 4, Tramo A - DVCM0211.008.060.152.352.842.84Eje A , Tramo 1- 4VCM0311.009.550.152.353.373.37Eje B , Tramo 1- 4VCM0311.009.550.152.353.373.37Eje C , Tramo 1- 3VCM0311.009.550.152.353.373.37Eje D , Tramo 1- 3VCM0411.006.860.152.352.422.4205.03.04Encofrado y desencofrado en sobrecimiento armadom2372.57Eje 1, Tramo A - D372.57VCM0112.0011.902.3555.9355.9Eje 2, Tramo A - D0.00VCM0112.0011.902.3555.9355.9Eje 3, Tramo A - DVCM0112.0011.902.3555.9355.9Eje 4, Tramo A - DVCM0212.008.062.3537.8837.9Eje A , Tramo 1- 4VCM0312.009.552.3544.8944.9Eje B , Tramo 1- 40.00VCM0312.009.552.3544.8944.9Eje C , Tramo 1- 3VCM0312.009.552.3544.8944.9Eje D , Tramo 1- 3VCM0412.006.862.3532.2432.2Acero grado 60, en sobrecimiento armadokg0.00sobrecimiento armado05.02Concreto f'c=210 kg/cm, en columnam37.05PRIMER NIVELEje 1, Tramo A - D1.88P112.000.400.254.700.940.94P212.000.400.254.700.940.94Eje 2, Tramo A - D1.88P812.000.400.254.700.940.94P912.000.400.254.700.940.94Eje 3, Tramo A - D1.88P1211.000.400.254.700.470.47P1311.000.400.254.700.470.47P1411.000.400.254.700.470.47P1511.000.400.254.700.470.47Eje 4, Tramo A - C1.41P511.000.400.254.700.470.47P611.000.400.254.700.470.47P711.000.400.254.700.470.47Encofrado y desencofrado en columnasm267.21Eje 1, Tramo A - DP111.004.701.306.116.11P211.004.701.306.116.11Eje 2, Tramo A - DP811.004.701.306.116.11P911.004.701.306.116.11Eje 3, Tramo A - DP1211.004.701.306.116.11P1311.004.701.306.116.11P1411.004.701.306.116.11P1511.004.701.306.116.11Eje 4, Tramo A - CP511.004.701.306.116.11P611.004.701.306.116.11P711.004.701.306.116.11Acero grado 60, en columnaskgcolumnasConcreto f'c=210 kg/cm, en columnam36.90DEL SEGUNDO AL TERCER NIVELEje 1, Tramo A - DP122.000.400.252.300.920.92P222.000.400.252.300.920.92Eje 2, Tramo A - DP822.000.400.252.300.920.92P922.000.400.252.300.920.92Eje 3, Tramo A - DP1221.000.400.252.300.460.46P1321.000.400.252.300.460.46P1421.000.400.252.300.460.46P1521.000.400.252.300.460.46Eje 4, Tramo A - CP521.000.400.252.300.460.46P621.000.400.252.300.460.46P721.000.400.252.300.460.46Encofrado y desencofrado en columnasm265.78Eje 1, Tramo A - DP121.002.301.305.985.98P221.002.301.305.985.98Eje 2, Tramo A - DP821.002.301.305.985.98P921.002.301.305.985.98Eje 3, Tramo A - DP1221.002.301.305.985.98P1321.002.301.305.985.98P1421.002.301.305.985.98P1521.002.301.305.985.98Eje 4, Tramo A - CP521.002.301.305.985.98P621.002.301.305.985.98P721.002.301.305.985.98

05.04.03Acero grado 60 en columnaskg0.00columnas11.00

05.05VIGAS05.05.01Concreto f'c=210 kg/cm, en vigas (0.25x0.40)m323.78DEL PRIMER AL TERCER NIVELEje 1, Tramo A - D23.78V 0831.0011.900.250.403.573.57Eje 2, Tramo A - DV 0731.0011.900.250.403.573.57Eje 3, Tramo A - DV 0631.0011.900.250.403.573.57Eje 4, Tramo A - DV 0531.008.060.250.402.422.418Eje A , Tramo 1- 4V 0431.009.550.250.402.872.865Eje B , Tramo 1- 4V 0331.009.550.250.402.872.865Eje C , Tramo 1- 3V 0231.009.550.250.402.872.865Eje D , Tramo 1- 3V 0131.006.860.250.402.062.058

Concreto f'c=210 kg/cm, en vigas en voladizo (0.15x0.40)m30.38Eje 1, Tramo A - BV 0831.000.700.150.400.130.126Eje 2, Tramo A - BV 0731.000.700.150.400.130.126Eje 3, Tramo A - BV 0631.000.700.150.400.130.126Acero grado 60 en columnaskgcolumnasEncofrado y desencofrado en vigasm2255.69Eje 1, Tramo A - D249.70V 0831.0011.901.0537.4937.485Eje 2, Tramo A - DV 0731.0011.901.0537.4937.485Eje 3, Tramo A - DV 0631.0011.901.0537.4937.485Eje 4, Tramo A - DV 0531.008.061.0525.3925.389Eje A , Tramo 1- 4V 0431.009.551.0530.0830.0825Eje B , Tramo 1- 4V 0331.009.551.0530.0830.0825Eje C , Tramo 1- 3V 0231.009.551.0530.0830.0825Eje D , Tramo 1- 3V 0131.006.861.0521.6121.609

encofrado, en vigas en voladizo (0.15x0.40)m25.99Eje 1, Tramo A - B5.99V 0831.000.700.952.001.995Eje 2, Tramo A - BV 0731.000.700.952.001.995Eje 3, Tramo A - BV 0631.000.700.952.001.995

Acero grado 60 en vigaskgvigas0.0005.06LOSA ALIGERADA05.06.01Concreto f'c=210 kg/cm, en losa aligeradam323.2122.80Eje A-B, Tramo 1 - 431.004.113.310.0863.513.51107.741131.004.113.550.0863.763.7631.001.992.690.0861.381.38Eje B-C, Tramo 1 - 431.004.403.310.0863.763.7631.004.403.550.0864.034.0331.004.402.690.0863.053.05Eje C-D, Tramo 1 - 331.003.993.310.0863.413.4131.003.993.550.0863.653.65

05.06.02Concreto f'c=210 kg/cm, en losa aligerada voladizom30.41Eje A-B, Tramo 1 - 331.000.703.310.0860.600.2031.000.703.550.0860.640.21

05.06.03Encofrado y desencofrado en losa aligeradam2323.22Eje A-B, Tramo 1 - 4308.8231.004.113.310.0040.8131.004.113.550.0043.7731.001.992.690.0016.06Eje B-C, Tramo 1 - 431.004.403.310.0043.6931.004.403.550.0046.8631.004.402.690.0035.51Eje C-D, Tramo 1 - 331.003.993.310.0039.6231.003.993.550.0042.4905.06.04Encofrado y desencofrado en losa aligerada en voladizom214.41Eje A-B, Tramo 1 - 331.000.703.310.006.9531.000.703.550.007.46

05.06.05Acero grado 60 en losa aligeradakg0.00Losa aligerada11.00

05.07ESCALERAS05.07.01Concreto f'c=210 kg/cm, en escalerasm30.00

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resumenRESUMEN DE METRADOS ESTRUCTURAS

PROYECTO: MEJORAMIENTO DE LA INFRAESTRUCTURA EN LA INSTITUCION EDUCATIVA N 51006 TUPAC AMARU, DISTRITO DE SANTIAGO - CUSCO - CUSCO

ItemDescripcionUnidTotalPartidaMetrado01OBRAS PROVISIONALES01.01Limpieza de terreno manualm2141.75575.11(433.36)01.04Cerco provisional con calamina de h= 3.50 mm48.0069.10(21.10)02TRABAJOS PRELIMINARES0.002.01Trazo, niveles y replanteo preliminarm2141.75575.11(433.36)02.02Trazo, niveles y replanteo durante el proceso constructivom2141.75575.11(433.36)03MOVIMIENTO DE TIERRAS0.003.01Excavacin de zanjas h=2.00 m (manual)m3612.28612.28(0.00)03.02Eliminacin de material excedente manual d=40mm31,024.451,024.45(0.00)03.03Eliminacin de material excedente con maquinaria d=10 kmm31,024.451,024.45(0.00)03.04Perfilado y compactado para pisosm2515.25515.250.0003.05Relleno y compactado en zanjas de cimentacinm3275.37275.37(0.00)04OBRAS DE CONCRETO SIMPLE0.004.01SOLADOS0.004.01.01Concreto mezcla C:H 1:12, en soladosm322.0822.08(0.00)04.02CIMIENTOS0.004.02.01Encofrado y desencofrado en cimientosm212.8012.800.0004.02.02Concreto mezcla C:H: 1:8 + 30% P.M., en cimientosm310.2910.290.0004.03SOBRECIMIENTOS0.004.03.01Encofrado y desencofrado en sobrecimientosm2313.17313.17(0.00)04.03.02Concreto mezcla C:H: 1:8 + 25% P.M., en sobrecimientosm338.4638.46(0.00)04.04FALSA ZAPATA0.004.04.01Concreto mezcla C:H: 1:10 + 70% P.G., en falsa zapatam33.403.400.004.05GRADERIAS0.004.05.01Encofrado y desencofrado para graderasm28.5328.530.004.05.02Concreto mezcla C:H: 1:8 + 70% P.G., en graderiasm312.7912.79(0.00)05OBRAS DE CONCRETO ARMADO0.005.01ZAPATAS0.005.01.01Concreto f'c=210 kg/cm, en zapatasm372.8772.870.0005.01.02Acero grado 60, en zapataskg2,626.792,626.790.0005.02VIGAS DE CONEXIN0.005.02.01Concreto f'c=210 kg/cm, en vigas de conexinm336.1736.170.005.02.02Encofrado y desencofrado en vigas de conexinm2258.20258.200.005.02.03Acero grado 60 en vigas de conexinkg7,178.517,178.51(0.00)05.03COLUMNAS0.005.03.01Concreto f'c=210 kg/cm, en columnam372.8672.860.0005.03.02Encofrado y desencofrado en columnasm2842.58842.580.0005.03.03Acero grado 60 en columnaskg18,169.8218,169.820.0005.04VIGAS0.005.04.01Concreto f'c=210 kg/cm, en vigasm389.3489.34(0.00)05.04.02Encofrado y desencofrado en vigasm2764.65764.65(0.00)05.04.03Acero grado 60 en vigaskg13,098.6613,098.660.0005.05LOSA ALIGERADA0.005.05.01Concreto f'c=210 kg/cm, en losa aligeradam360.8760.870.0005.05.02Encofrado y desencofrado en losa aligeradam2687.41687.41(0.00)05.05.03Acero grado 60 en losa aligeradakg5,804.575,804.57(0.00)05.05.04Bloques aligerados de tecnoport de 15x30x120 cmUnd1,419.001,419.000.005.06ESCALERAS0.005.06.01Concreto f'c=210 kg/cm, en escalerasm336.9036.900.0005.06.02Encofrado y desencofrado en escalerasm2226.33226.33(0.00)05.06.03Acero grado 60 en escaleraskg3,192.123,192.12(0.00)05.07COLUMNETAS0.005.07.01Concreto f'c=175 kg/cm2, en columnetasm32.822.820.0005.07.02Encofrado y desencofrado en columnetasm245.9245.920.005.07.03Acero grado 60 en muro de columnetaskg375.49375.49(0.00)05.08VIGUETAS DE CONFINAMIENTO0.005.08.01Concreto f'c=175 kg/cm, en viguetas de confinamientom32.012.01(0.00)05.08.02Encofrado y desencofrado en viguetas de confinamientom226.7726.770.0005.08.03Acero grado 60 en viguetas de confinamientokg258.62258.620.0005.09MESAS DE CONCRETO0.005.09.01Concreto f'c=175 kg/cm, en mesas de concretom37.717.710.0005.09.02Encofrado y desencofrado en mesas de concretom2101.72101.720.005.09.03Acero grado 60 en mesas de concretokg856.46856.460.0005.10MURO DE SOSTENIMIENTO0.005.10.01Concreto f'c=210 kg/cm, en muro de sostenimientom366.5266.52(0.00)05.10.02Encofrado y desencofrado en muro de sostenimientom2277.89277.890.0005.10.03Acero grado 60 en muro de sostenimientokg2,699.272,699.27(0.00)06ESTRUCTURAS DE MADERA0.006.01Tijerales de madera de 9.90 mpza9.009.000.006.02Tijerales de madera de 10.45 mpza34.0034.000.006.03Tijerales de madera de 3.20 mpza4.004.000.006.04Tijerales de madera de 4.55 mpza1.001.000.006.05Tijerales de madera de 6.55 mpza1.001.000.006.06Tijerales de madera de 9.20 mpza1.001.000.006.07Tijerales de madera de 7.88 mpza1.001.000.006.08Tijerales de madera de 8.76 mpza1.001.000.006.09Tijerales de madera de 7.51 mpza1.001.000.006.10Tijerales de madera de 6.35 mpza4.004.000.006.11Tijerales de madera de 5.10 mpza4.004.000.006.12Tijerales de madera de 2.80 mpza4.004.000.006.13Tijerales de madera de 6.10 mpza4.004.000.006.14Tijerales de madera de 5.80 mpza4.004.000.006.15Correas de madera de 2"x3"m1,374.401,374.400.0-1321.16

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