CONCRETO 2x1.50CAJA 2.00x1.50ITEMDESCRIPCIONALTOANCHOLARGOVOLUMENNo. VECESVOLUMEN0.251.501.000.382.000.76.250.252.501.000.632.001.260.100.101.000.012.000.021.50TOTAL (M3)2.04SOLADO.250.0752.501.000.191.000.19TOTAL (M3)0.19.25 2.00 .25CABEZALITEMDESCRIPCIONALTOANCHOLARGOVOLUMENNo. VECESVOLUMEN2.65SOLADO.81.530.0750.752.750.152.000.300.0751.844.090.561.000.560.0750.60-6.58-0.301.00-0.30TOTAL (M3)0.56UAS6.740.700.456.582.071.002.07TOTAL (M3)2.07ZAPATA0.300.752.750.622.001.240.301.843.842.121.002.122.50.250.300.812.500.611.000.610.25.50TOTAL (M3)3.970.25MUROS2.030.252.001.132.002.25TOTAL (M3)2.25PARAPETO0.250.252.500.161.000.16TOTAL (M3)0.16CANOAITEMDESCRIPCIONESPESORANCHOLARGOAREANo. VECESVOLUMENPIEDRA EMBOQUILLADA e=0.150.1507.001.001.051.001.050.15UA0.800.6500.387.001.711.001.71TOTAL (M3)1.71.25 .25RESUMEN DE CONCRETOSCONDUCTOSOLADODESCRIPCIONf'c=f'c=f'c=(Kg/cm2)210100175 + PMSOLADO0.19CAJA x ML2.04TOTAL x ML2.040.19CABEZAL INGRESOMURO2.25PARAPETO0.16ZAPATA3.97UA2.07SOLADO0.56CABEZAL SALIDAMURO2.25PARAPETO0.16ZAPATA3.97UA2.07SOLADO0.56TOTAL CABEZALES8.450.56CANOA - PIEDRA EMBOQUILLADA1.05TOTAL x ML1.05DIENTE DE CANOA1.71TOTAL1.71

ACERO 2x1.50REFUERZO EN LA CAJATIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASLONGITUD@N de vecesA10.205/8"2.80.31172.177777777810.17512.42.4A20.301/2"30.33351.666666666710.251A31/2"10.111222.44444444442.50.2521.000.351/2"2.60.289123.466666666710.22A41.900.203/8"2.30.256102.555555555610.252A51.90A63/8"10.111202.222222222210.2541.00A70.205/8"2.80.31151.555555555610.2512.42.4A80.351/2"3.10.34462.066666666710.210000A93/8"10.111222.44444444442.50.2521.00REFUERZO EN MUROTIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASLONGITUD@N de veces0.151/2"2.010.223143.12666666672.50.452A131.560.300.151/2"2.010.223184.022.50.32A141.560.30A150.25 .203/8"2.850.317247.61.1250.2542.41.70.189163.02222222220.8750.254REFUERZO EN PARAPETOTIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASLONGITUD@N de vecesA100.25 .255/8"2.90.32230.9712.4A110.25 .255/8"2.90.32220.6412.4A120.403/8"1.20.133111.472.50.2510.15Traslape 0.10mREFUERZO EN ZAPATATIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASLONGITUD@N de vecesZ1.251/2"2.850.31785.072Variable2.250.254222.650.29421.182.252.20.24420.9822.050.22820.9121.750.19420.7821.450.16120.642Z20.25 .251/2"7.050.78323.132Variable7.650.8511.726.450.71711.4320.25 .255.90.65611.3125.30.58911.182Z30.25 .251/2"1.750.1941872Variable1.60.17820.7121.350.1520.620.25 .25Z43/8"3.10.34442.7623.10REFUERZO EN DIENTE DE CABEZALTIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASLONGITUD@N de veces0.65U10.85 0.903/8"2.60.289277.86.550.2510.20U23/8"6.550.72845.8226.55U31/2"6.550.72822.9126.55ARMADURADESCRIPCION3/8"1/2"5/8"3/4"1"Peso (Kg/m)0.5611.552.243.97CAJA x ML7.2224.5116.6892.178TOTAL VARILLAS-9M7.2224.5116.6892.178KG x ML ALCANTARILLA36.4040.6093.3143.90TOTAL EN CAJA x ML214.21KG.DESCRIPCION3/8"1/2"5/8"3/4"1"Peso (Kg/m)0.5611.552.243.97CABEZAL INGRESOMURO10.62222222227.1466666667PARAPETO1.471.61ZAPATA2.7626.67DIENTE13.622.91CABEZAL SALIDAMURO10.62222222227.1466666667PARAPETO1.471.61ZAPATA2.7626.67DIENTE13.622.91TOTAL VARILLAS -9M28.472222222236.72666666671.6100KG143.50330.5422.460.000.00TOTAL EN CABEZALES496.50KG.

ENCOFRADO 2x1.50CAJA 2.00x1.50ITEMDESCRIPCIONDESCRIPALTOANCHOLONG.1LONG. 2LONG. PROMAREANo. VECESAREAEXTERIORL12.501.002.502.005.00.25TOTAL (M2)5.00INTERIORL21.501.001.501.001.50L11.5L32.001.002.002.004.00L40.101.000.104.000.40.25TOTAL (M2)5.90.25 2.00 .25CABEZALITEMDESCRIPCIONDESCRIPALTOANCHOLONG.1LONG. 2LONG. PROMAREANo. VECESAREAL1L3MUROSM1M12.501.132.001.563.914.0015.64M21.130.250.282.000.56TOTAL (M2)16.202.50L4L26.740.2521.1252.50.250.250.500.25MUROS.25PARAPETO0.25 P2P1P10.552.501.381.001.380.55P20.252.500.631.000.63TOTAL (M2)2.01RESUMEN DE METRADOS DE ENCOFRADOALCANTARILLA 2.00x1.50DESCRIPCIONAREAm2CAJA x ML10.90TOTAL x ML10.90CABEZAL INGRESOMURO16.20PARAPETO2.01CABEZAL SALIDAMURO16.20PARAPETO2.01TOTAL CABEZALES18.21

L4 L2 0.10

L3 L4 L4

CONCRETO cajatomaCAJATOMA 2.00 x 1.502CONCRETOALTOANCHOLARGOVOLUMEN0.25Paredes Laterales2.750.256.504.47Largo=3+(1.75*2)=6.50Piso Cajatoma0.251.502.500.94Parapeto0.250.252.500.1632.5TOTAL (M3)5.57ENCOFRADON DE VECESANCHOLARGOAREAParedes Laterales:0.25exterior7.52.7520.63Ancho=(3+2(2)+0.25(2))=7.50interior5.52.2512.38Ancho=(2.50+2(1.50))=5.501.5Parapeto20.252.51.250.25 0.25TOTAL (M3)34.25CANAL DE INGRESOITEMDESCRIPCIONESPESORANCHOLARGOVOLUMENNo. VECESVOLUMENPIEDRA EMBOQUILLADA e=0.150.1501.601.000.241.000.240.150.2500.301.600.120.390.05TOTAL (M3)0.290.80UA0.6500.381.600.391.000.39.25 .25TOTAL (M3)0.39RESUMEN DE CONCRETOSDESCRIPCIONundCantidadConcreto f'c=210m35.57Encofradom234.25

ACERO cajatomaREFUERZO EN LA CAJATOMA 2x1.50TIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASLONGITUD@N de vecesC10.303/8"2.50.278267.222222222230.2521.90C23/8"30.3331241.50.2523.00C33/8"30.33341.333333333313.00C40.403/8"1.20.133131.733333333330.2510.15Traslape 0.10m0.153/8"2.950.328268.522222222230.252C62.650.153/8"2.950.3283210.48888888891.750.254C62.656.353/8"6.650.7392216.25555555562.750.252C70.152.951/2"3.250.36141.4444444444C80.15C90.403/8"1.20.133131.733333333330.2510.15Traslape 0.10m0.50C101.003/8"3.50.38920.77777777780.251.75ARMADURADESCRIPCION3/8"1/2"5/8"3/4"1"Peso (Kg/m)0.5611.552.243.97LOSA11.2222222222MURO35.2666666667PARAPETO1.73333333331.4444444444ZAPATA3.0666666667TRANSVERSAL0.7777777778TOTAL VARILLAS -9M52.06666666671.4444444444KG262.4213.000.000.000.00TOTAL Kg.275.42

RESUMEN DE METRADOS 2x1.50RESUMEN DE METRADOS MCA 2.00x1.50ITEMDESCRIPCIONUNIDCANTIDAD1.00ENCOFRADOS1.10Encofrado Caravista cabezales/ ALASm218.21X UND1.20Encofrado Caravista cajatomam234.25X UND1.30Encofrado Cara no vista DEL CONDUCTOm2/ml10.90X ML2.00CONCRETOS EN CABEZAL ALA2.10f'c=100 kg/cm2m30.56X UNDSOLADO2.20f'c=210 kg/cm2m314.02X UND2.30f'c=175 kg/cm2 + PM (Ua Aliviadero)m31.712.40f'c=175 kg/cm2 + PM (Aliviadero)m3/ml1.053.00CONCRETOS EN CAJATOMA3.10f'c=210 kg/cm2m35.57X UND3.20f'c=175 kg/cm2 + PM (Ua Canal Bajada)m30.393.30f'c=175 kg/cm2 + PM (Canal bajada)m3/ml0.294.00CONCRETOS EN CONDUCTO4.10f'c=100 kg/cm2m30.19X MLSOLADO4.20f'c=210 kg/cm2m32.04X ML5.00ACERO5.10EN CABEZAL ALAKG496.50X UND5.20EN CAJATOMAKG275.42X UND5.30EN CONDUCTOKG214.21X ML6.00VARIOS6.10Material Granular e=0.20 m.m2/ml6.387.10Material Granular e=0.20 m. Canal bajadam2/ml1.90

CONCRETO 3x2CAJA 3.00x2.00ITEMDESCRIPCIONALTOANCHOLARGOVOLUMENNo. VECESVOLUMEN0.252.601.000.652.001.30.300.303.001.000.902.001.800.100.101.000.012.000.022.00TOTAL (M3)3.12SOLADO.300.0753.501.000.261.000.26TOTAL (M3)0.26.25 3.00 .25CABEZALITEMDESCRIPCIONALTOANCHOLARGOVOLUMENNo. VECESVOLUMEN2.65SOLADO.810.0750.752.750.152.000.300.0751.844.840.671.000.670.0750.60-7.58-0.341.00-0.34TOTAL (M3)0.63UAS0.700.457.582.391.002.39TOTAL (M3)2.39ZAPATA0.300.752.750.622.001.240.301.844.842.671.002.672.50.250.300.813.500.851.000.850.25.50TOTAL (M3)4.760.25MUROS2.030.252.551.292.002.58TOTAL (M3)2.58PARAPETO0.250.253.500.221.000.22TOTAL (M3)0.22CANAL ALIVIADEROITEMDESCRIPCIONESPESORANCHOLARGOAREANo. VECESVOLUMENPIEDRA EMBOQUILLADA e=0.150.1507.001.001.051.001.050.15UA0.800.6507.000.381.711.001.71TOTAL (M3)1.71.25 .25RESUMEN DE CONCRETOSDESCRIPCIONf'c=f'c=f'c=(Kg/cm2)210100175 + PMSOLADO0.26CAJA x ML3.12TOTAL x ML3.120.26CABEZAL INGRESOMURO2.58PARAPETO0.22ZAPATA4.76UA2.39SOLADO0.63CABEZAL SALIDAMURO2.58PARAPETO0.22ZAPATA4.76UA2.39SOLADO0.63TOTAL CABEZALES9.950.63CANOA - PIEDRA EMBOQUILLADA1.05TOTAL x ML1.05DIENTE DE CANOA1.71TOTAL1.71

ACERO 3x2REFUERZO EN LA CAJATIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASLONGITUD@N de vecesA10.203/4"3.80.42262.533333333310.213.43.4A20.305/8"40.44441.777777777810.31A31/2"10.111303.33333333333.50.2521.000.405/8"3.30.367103.666666666710.252A42.500.203/8"2.90.322103.222222222210.252A52.50A63/8"10.11136420.2541.00A70.205/8"3.80.42252.111111111110.22513.43.4A80.301/2"40.44473.111111111110.1751A93/8"10.111303.33333333333.50.2521.00REFUERZO EN MUROTIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASLONGITUD@N de veces0.151/2"2.480.276143.85777777782.50.452A132.030.300.151/2"2.480.276184.962.50.32A142.030.30A150.253/8"2.650.294247.06666666671.1250.2542.41.70.189163.02222222220.8750.254REFUERZO EN PARAPETOTIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASLONGITUD@N de vecesA105/8"3.40.37831.1313.4A115/8"3.40.37820.7613.4A120.403/8"1.20.133111.472.50.2510.15Traslape 0.10mREFUERZO EN ZAPATATIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASLONGITUD@N de vecesZ1.251/2"2.850.31795.72Variable2.250.254222.650.29421.182.252.050.22820.9121.750.19420.7821.450.16120.642Z21/2"6.550.72822.912Variable7.150.79411.5925.950.66111.3225.40.611.224.80.53311.072Z31/2"1.250.1391852Variable1.100.12220.4920.850.09420.382Z43/8"3.10.34442.7623.1REFUERZO EN DIENTE DE CABEZALTIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASLONGITUD@N de veces0.65U10.85 0.903/8"2.60.289144.046.550.2510.20U23/8"7.550.83946.7127.55U31/2"7.550.83923.3627.55ARMADURADESCRIPCION3/8"1/2"5/8"3/4"1"Peso (Kg/m)0.5611.552.243.97CONDUCTO x ML10.55555555566.44444444447.55555555562.5333333333TOTAL VARILLAS-9M10.55555555566.44444444447.55555555562.5333333333KG x ML ALCANTARILLA53.2058.00105.4051.07TOTAL EN CONDUCTO x ML267.67KG.DESCRIPCION3/8"1/2"5/8"3/4"1"Peso (Kg/m)0.5611.552.243.97CABEZAL INGRESOMURO10.08888888898.8177777778PARAPETO1.471.89ZAPATA2.7625.17DIENTE10.753.36CABEZAL SALIDAMURO10.08888888898.8177777778PARAPETO1.471.89ZAPATA2.7625.17DIENTE10.753.36TOTAL VARILLAS -9M25.068888888937.34777777781.8900KG126.35336.1326.370.000.00TOTAL EN CABEZALES488.85KG.

ENCOFRADO 3x2CAJA 3.00x2.00ITEMDESCRIPCIONDESCRIPALTOANCHOLONG.1LONG. 2LONG. PROMAREANo. VECESAREAEXTERIORL12.601.002.602.005.20.30TOTAL (M2)5.20INTERIORL23.001.003.001.003.00L12.00L32.001.002.002.004.00L40.141.000.144.000.56.30TOTAL (M2)7.56.25 3.00 .25CABEZALITEMDESCRIPCIONDESCRIPALTOANCHOLONG.1LONG. 2LONG. PROMAREANo. VECESAREAL1L3MUROSM1M12.551.502.552.035.164.0020.64M21.500.250.382.000.76TOTAL (M2)21.403.50L4L26.680.252.551.52.50.250.250.500.25MUROS.25PARAPETO0.25 P2P1P2P10.55P20.253.500.882.001.76TOTAL (M2)1.76RESUMEN DE METRADOS DE ENCOFRADOALCANTARILLA 3.00x2.00DESCRIPCIONAREAm2CAJA x ML12.76TOTAL x ML12.76CABEZAL INGRESOMURO21.40PARAPETO1.76CABEZAL SALIDAMURO21.40PARAPETO1.76TOTAL CABEZALES23.16

L4 L2 0.14

L3 L4 L4

RESUMEN DE METRADOS 3x2RESUMEN DE METRADOS MCA 3.00x2.00ITEMDESCRIPCIONUNIDCANTIDAD1.00ENCOFRADOS1.10Encofrado Caravista ALAm223.16X UND1.20Encofrado Cara no vista CONDUCTOm2/ML12.76X ML2.00CONCRETOS EN CABEZALES / ALA2.10f'c=100 kg/cm2m30.63X UND2.20f'c=210 kg/cm2m39.95X UND2.30f'c=175 kg/cm2 + PM (Ua C.Aliviadero)m31.712.30f'c=175 kg/cm2 + PM (C. Aliviadero)m31.053.00CONCRETOS EN CONDUCTO3.10f'c=100 kg/cm2m30.26X ML3.20f'c=210 kg/cm2m33.12X ML4.00ACERO4.10En Cabezal ALAkg488.85X UND4.20En CONDUCTOkg/ml267.67X ML4.00VARIOS4.10Material Granular e=0.20 m.m27.38