metradoHOJA DE METRADOS

PROYECTOMEJORAMIENTO DEL SISTEMA DE RIEGO SINHUAPATA, DISTRITO DE RANRACANCHA - PROVINCIA DE CHINCHEROS - APURIMAC

UBICACINREGION:APURIMAC, PROVINCIA: CHINCHEROS, DISTRITO: RANRACANCHAFECHAJULIO 2012

PARTIDADESCRIPCIONUNDVECESCANT.LARGOANCHOALTURASUB-TOTALTOTALPrecio (S/.)Parcial (S/.)01OBRAS PROVICIONALES3,087.0001.01 CARTEL DE OBRA und1.001.001.001.001,277.501,277.5001.02 CAMPAMENTO PROVISIONAL DE LA OBRAGLB1.001.001.001.001,809.501,809.5002.00OBRAS PRELIMINARES3,087.0002.01LIMPIEZA Y DESBROCE DE TERRENO MANUALM21.001.004520.001.004520.004520.0002.02CONTROL TOPOGRFICO DE OBRAmes3.003.003.00

03.00CANAL SINHUAPATA ALTA Y CANAL DERIVACION345,943.5003.01 BOCATOMA (02 UND)2.002.002.007,601.0303.01.01 CONTROL TOPOGRAFICOm270.1263.870.7849.82en cuerpo2.001.003.603.5025.20canal salida2.001.000.661.401.85ala de entrada margen izquierdo2.001.003.000.553.30ala de entrada margen derecho2.001.003.000.553.30ala de salida margen izquierdo y derecho2.002.002.000.554.40piso emboquillado entrada (promedio)2.001.004.412.3220.46piso emboquillado salida (promedio)2.001.003.771.5411.6103.01.02 EXCAVACION MANUAL EN TERRENO CONGLOMERADOm323.3327.299.28253.25en cuerpo2.001.003.603.500.307.56canal salida2.001.000.661.400.300.55ala de entrada margen izquierdo2.001.003.000.550.802.64ala de entrada margen derecho2.001.003.000.550.802.64ala de salida margen izquierdo y derecho2.002.002.000.550.803.52piso emboquillado entrada (promedio)2.001.004.412.320.204.09piso emboquillado salida (promedio)2.001.003.771.540.202.32

03.01.03 ELIMINACION DE MATERIAL EXCEDENTE R:100Mm323.331.2529.1629.1635.479.28329.1603.01.04 CONCRETO CICLOPEO F'C=175 KG/CM2 + 30 PMm319.431.10400.99441.09en cimientosen cuerpo2.002.003.500.750.303.15canal salida2.002.001.330.650.301.04ala de entrada margen izquierdo2.001.003.000.750.301.35ala de entrada margen derecho2.001.003.000.750.301.35ala de salida margen izquierdo y derecho2.002.002.000.750.301.80en muroen cuerpo2.002.003.500.250.802.80canal salida2.002.001.330.250.801.06ala de entrada margen izquierdo2.002.003.000.200.801.92ala de entrada margen derecho2.001.003.000.200.800.96ala de salida margen izquierdo y derecho2.002.002.000.250.801.60

en barraje fijo2.001.002.500.600.802.4012.28311.113,820.43

03.01.05 ENCOFRADO Y DESENCOFRADO NORMALm272.51en cuerpoen cuerpo2.004.003.500.8022.40canal salida2.004.001.330.808.51ala de entrada margen izquierdo2.004.003.000.8019.20ala de entrada margen derecho2.002.003.000.809.60ala de salida margen izquierdo y derecho2.004.002.000.8012.8032.0041.851,339.20

03.01.06 EMBOQUILLADO CON CONCRETO f'c=140 kg/cm2 + 30% PG.m232.07piso emboquillado entrada (promedio)2.001.004.412.3220.46piso emboquillado salida (promedio)2.001.003.771.5411.612.82314.92888.07

03.01.07 TARRAJEO CON MORTERO C:A 1:5,e-2cmm268.81en cuerpoen cuerpo2.004.003.500.8022.40canal salida2.004.001.330.808.51ala de entrada margen izquierdo2.002.003.000.809.60ala de entrada margen derecho2.002.003.000.809.60ala de salida margen izquierdo y derecho2.004.002.000.8012.80en cresta de murosen cuerpo2.002.003.500.152.10canal salida2.002.001.330.150.80ala de entrada margen izquierdo2.001.003.000.150.90ala de entrada margen derecho2.001.003.000.150.90ala de salida margen izquierdo y derecho2.002.002.000.151.2025.7010.09259.311.0020.0020.0003.01.08 REJILLA EN LA VENTANA DE CAPTACION (0.30*0.35 M)DE 3/8"und2.001.002.002.0003.01.09 COMPUERTA METALICA TIPO IZAJE (20CMX20XM)und2.002.004.004.00

03.01.10 JUNTA WATER STOP 4"M2.002.000.702.802.80

03.02CAPTACION EN MANANTE (02 UND)2.0003.02.01CONTROL TOPOGRAFICOM234.28incluye camara humeda y alas de encauzamiento2.001.003.522.8820.28instalacion de tuberia hacia camara de reunion2.001.007.001.0014.0003.02.02EXCAVACIN EN TERRENO CONGLOMERADOM312.03en alas2.002.002.000.350.701.96cimiento longitudinal2.002.001.200.350.701.18cimiento transversal2.002.000.500.350.700.49instalacion de tuberia hacia camara de reunion2.001.007.001.000.608.4003.02.03ELIMINACIN DE MATERIAL EXCEDENTE R: 100MM312.031.2515.0315.03

03.02.04CONCRETO F'c=175 KG/CM2M34.66cimientoen alas2.002.002.000.350.300.84longitudinal2.002.001.200.350.300.50transversal2.002.000.500.350.300.21muroen alas2.002.002.000.350.601.68longitudinal2.002.001.000.350.600.84transversal2.002.000.700.350.600.5903.02.05ENCOFRADO Y DESENCOFRADO NORMALM211.52muroen alas2.004.000.700.603.36muro interior2.004.000.700.603.36muro exterior2.004.001.000.604.80

03.02.06TARRAJEO CON IMPERMEABILIZANTESM22.66piso2.001.000.700.700.98muro interior2.002.000.700.601.68

03.02.07TARRAJEO CON MORTERO C:A 1:5 E= 2 CMM24.88en alas2.002.000.700.601.68muro exterior2.002.001.000.602.40cresta de muro2.004.001.000.100.80

03.02.08INSTALACION DE TUBERIA PVC SAL 4" *3 m- ISO:4422M2.001.007.0014.0014.00

03.02.09INSTALACION DE ACCESORIOSGLB1.001.001.001.00

03.03CAMARA DE REUNION (02 UND)2.0003.03.01 TRAZO Y REPLANTEOm22.001.001.000.801.601.6003.03.02 EXCAVACION EN TIERRA COMPACTAm31.042.001.001.000.800.651.0403.03.03 ELIMINACION DE MATERIAL EXCEDENTEm31.041.301.351.3503.03.04 CONCRETO F'C=140 KG/CM2m30.51piso2.001.001.000.800.100.16muro longitudinal2.002.001.000.100.550.22muro transversal2.002.000.600.100.550.13

03.03.05 ENCOFRADO Y DESENCOFRADO NORMALm27.04muro interior2.002.001.400.553.08muro exterior2.002.001.800.553.9603.03.06 TARRAJEO INTERIOR CON IMPERMEABILIZANTEm23.61piso interior2.001.000.800.600.550.53muro interior2.002.001.400.553.0803.03.07 TARRAJEO EXTERIOR CON MORTERO C:A 1:5,e-2cmm22.08cresta muro2.001.003.200.100.64muro exterior2.002.001.800.201.44

03.04DESARENADOR (01 Unid.)03.04.01CONTROL TOPOGRAFICOM21.001.005.231.055.495.4903.04.02EXCAVACION MANUAL EN TERRENO CONGLOMERADOM31.001.005.231.050.754.124.1203.04.03ELIMINACION DEMATERIAL EXCEDENTEM34.121.255.155.1503.04.04SOLADO DE CONCRETO 2" MEZCLA 1:12 C:HM31.001.005.231.055.495.49

03.04.05CONCRETO F'c=210 KG/CM2M31.01en piso entrada1.001.001.060.750.100.08en piso cuerpo1.001.003.001.050.100.32enpiso salida1.001.001.060.750.100.08en muro entrada1.002.001.060.100.350.07en muro cuerpo1.002.003.000.100.650.39en muro salida1.002.001.060.100.350.0703.04.06ENCOFRADO Y DESENCOFRADO NORMALM25.38en muro entrada1.002.001.060.350.74en muro cuerpo1.002.003.000.653.90en muro salida1.002.001.060.350.74

03.04.07ACERO F'y= 4200 KG/CM2KG74.23en piso entrada longitudinal0.565.000.752.10en piso entrada transversal0.564.001.062.37en piso cuerpo longitudinal0.565.003.008.40en piso cuerpo transversal0.5615.001.058.82enpiso salida longitudinal0.565.000.752.10enpiso salida transversal0.564.001.062.37en muro entrada horizontal0.566.001.063.56en muro entrada vertical0.568.000.351.57en muro cuerpo horizontal0.568.006.0026.88en muro cuerpo vertical0.5630.000.6510.92en muro salida horizontal0.566.001.063.56en muro salida vertical0.568.000.351.57

03.04.08TARRAJEO CON IMPERMEABILIZANTESM210.12en piso entrada1.001.001.060.750.80en piso cuerpo1.001.003.001.053.15enpiso salida1.001.001.060.750.80en muro entrada1.002.001.060.350.74en muro cuerpo1.002.003.000.653.90en muro salida1.002.001.060.350.74

03.04.09TARRAJEO CON MORTERO C:A 1:5 E= 2 CMM22.05en muro entrada1.002.001.060.200.42en muro cuerpo1.002.003.000.201.20en muro salida1.002.001.060.200.4203.04.10COMPUERTA METALICA TIPO TARJETA 0.30 x 0.65 m.und1.001.001.001.00

03.04.11 JUNTA WATER STOP 4"M2.002.000.702.802.80

03.05 CANAL DE CONDUCCION SINHUAPATA ALTO-MEDIO (700.00 m) ENTUBADO282,021.50

03.05.01 EXCAVACIN EN TIERRA COMPACTAm31510.381,481.229.2813,745.72viene de excavacion canal entubado1.001.001029.891029.89viene de excavacion canal derivacion1.001.00480.49480.49

03.05.02 REFINE, NIVELACIN Y CONFINAMIENTO DE ZANJASm1.001.00700.00700.00700.004,694.113.6317,039.62

03.05.03 PREPARACIN DE CAMA DE APOYO PARA TUBERIA PVCm1.001.00700.00700.00700.00298.00422.61125,937.78

03.05.04 RELLENO Y COMPACTADO DE ZANJA CON TUBERIA PVC MATAERIAL SELECCIONADOm1.001.00700.00700.00700.001,619.5648.7678,969.7503.05.05 RELLENO Y COMPACTADO DE ZANJA CON TUBERIA PVC CON MATERIAL PROPIOm1.001.00700.00700.00700.002,784.2312.6135,109.1403.05.06 INSTALACION DE TUBERIA PVC UF 160 mm S-25m1.001.00360.00360.00360.00338.8210.093,418.69

03.05.07 INSTALACION DE TUBERIA PVC UF 200 mm S-25m1.001.00340.00340.00340.00

03.05.08 INSTALACION DE TUBERIA PVC UF 10 mm S-25m1.001.00360.00360.00360.00

03.06BUZON DE INSPECCION CANAL ENTUBADO (09 UND)9.0003.06.01 TRAZO Y REPLANTEOm29.001.001.301.7019.8919.8903.06.02 EXCAVACION EN TIERRA COMPACTAm320.889.001.001.301.701.0520.889.0703.06.03 ELIMINACION DE MATERIAL EXCEDENTEm31.001.3020.8827.1527.1503.06.04 CONCRETO F'C=210 KG/CM2 (MUROS Y PISO)m37.04piso9.001.001.300.800.151.409.001.000.900.600.150.73muro longitudinal9.002.001.300.150.752.639.001.002.500.100.400.90muro transversal9.002.000.500.150.751.01muro disipador9.001.000.500.100.650.29dado de concreto9.001.000.200.200.200.07

03.06.05 CONCRETO F'C=210 KG/CM2 (LOSA)m31.40tapa9.001.001.301.200.101.40

03.06.06 ACERO GRADO 60 F'Y=4200 KG/CM2KgEelem.long.Kg/mParcial746.71longitudinal 9.003/8"5.0024.300.57621.11transversal9.003/8"5.003.600.5792.34disipador9.003/8"7.002.200.2433.26

03.06.07 ENCOFRADO Y DESENCOFRADO NORMALm254.45muro longitudinal9.004.001.300.7535.10muro transversal9.004.000.500.7513.50muro disipador9.002.000.500.655.8503.06.08 TARRAJEO INTERIOR CON IMPERMEABILIZANTEm227.23muro longitudinal9.002.001.300.7517.55muro transversal9.002.000.500.756.75muro disipador9.001.000.500.652.93

03.06.09 TARRAJEO EXTERIOR CON MORTERO C:A 1:5,e-2cmm256.34muro longitudinal9.002.001.300.7517.55muro transversal9.002.000.500.756.75losa cubierta9.001.001.301.2014.04

03.06.10COMPUERTA METALICA TIPO TARJETA 0.30 x 0.65 m.und9.002.0018.0018.00

03.07 CANAL DE CONDUCCION (2,380.00 m) CANAL ABIERTO282,021.5003.07.01 EXCAVACIN EN TIERRA COMPACTAm33137.051,481.229.2813,745.72viene de excavacion canal de eje alto1.001.003137.053137.05

03.07.02 REFINE, NIVELACIN Y CONFINAMIENTO DE ZANJASm1.001.002660.002660.002660.004,694.113.6317,039.62

03.07.03 CONCRETO FC=175 KG/CM2 EN CANALm3209.05298.00422.61125,937.78canal de eje alto1.001.002300.000.900.10207.004.002.002.700.100.952.05

03.07.04 ENCOFRADO Y DESENCOFRADO CANAL RECTANGULARm2940.521,619.5648.7678,969.75canal de eje alto1.002.002300.000.20920.004.002.002.700.9520.5203.07.05 TARRAJEO RESANE MORTERO C:A 1:2, e-2cm PARA CANALm2230.00338.8210.093,418.69en cresta de murocanal de eje alto0.502.002300.000.10230.0003.07.06 JUNTAS DE DILATACIN E=1"m536.67928.085.324,937.39canal de eje alto1.00766.670.70536.67805

03.08 TOMAS LATERALES (22 und)22.0020,610.8303.08.01 TRAZO Y REPLANTEOm222.001.001.400.901.0027.7227.7222.650.7817.6703.08.02 EXCAVACION EN TIERRA COMPACTAm332.4051.569.28478.48camara de toma22.001.001.400.901.0027.72camara de valvula22.001.000.500.500.854.68

03.08.03 ELIMINACION DE MATERIAL EXCEDENTEm332.401.3042.1142.1167.039.28622.0403.08.04 CONCRETO F'C=175 KG/CM2m38.6915.58400.996,247.42camara de tomapiso22.001.000.700.700.151.62muro longitudinal22.002.000.800.100.702.46muro transicin22.004.001.000.190.101.67piso transicin22.002.001.000.220.151.45piso canal de salida22.001.000.500.500.150.83muro de canal de salida22.002.000.500.100.300.66

03.08.05 ENCOFRADO Y DESENCOFRADO NORMALm2107.45142.4748.766,946.84muro lateral22.002.001.400.7043.1222.004.000.230.7014.17muros entrada22.004.001.000.2118.48muros salida22.004.001.000.2118.48muros canal salida22.004.000.500.3013.20

03.08.06 TARRAJEO INTERIOR CON IMPERMEABILIZANTEm257.64869.064.533,936.84muros laterales22.002.000.800.7024.64piso transicin22.002.001.000.229.68muor transicin22.004.001.000.1916.72muro canal salida22.002.000.500.306.6003.08.07ACCESORIOS PARA TOMAUND22.001.0022.0022.00tarjeta de madera 0,70*,35 esp. 1"

03.09 PASE PEATONAL (04 und)4.0003.09.01 TRAZO Y REPLANTEOm24.001.002.962.3127.3527.3503.09.02 EXCAVACION EN TIERRA COMPACTAm34.70en cimiento4.002.002.300.300.502.76para piso emboquillado4.002.002.700.600.151.94

03.09.03 ELIMINACION DE MATERIAL EXCEDENTEm34.701.306.126.1203.09.04 CONCRETO CICLOPEO F'C=140 KG/CM2 + 30% pm.m31.41camara de tomapiso4.001.002.300.300.100.28muro longitudinal4.002.000.800.100.550.35muro transversal4.002.000.600.100.550.26camara de valvulapiso4.001.000.700.600.100.17muro longitudinal4.001.000.400.100.550.09muro transversal4.002.000.600.100.550.26

03.09.05CONCRETO F'c=175 KG/CM22.14en losa4.001.002.301.100.101.01en sardineles4.002.002.340.150.401.12

03.09.06 ENCOFRADO Y DESENCOFRADO NORMALm224.79cimientomuro interior4.002.002.300.203.68muro exterior4.002.002.300.203.68losa mazisainterior4.001.002.300.504.60ingreso y salida de emboquillado4.001.002.000.201.60en sardinellado exterior4.002.002.340.407.49lado interior4.002.002.340.203.74

03.09.07ACERO F'y= 4200 KG/CM276.67en losaas longitudinal @ 0.25 m4.004.002.20kg/cm2=0.5619.71as transversal @ 0.20m4.0011.001.00kg/cm2=0.5624.64en sardineldowells en "L"4.0020.000.50kg/cm2=0.5622.40

03.09.08 EMBOQUILLADO CON CONCRETO f'c=140 kg/cm2 + 50% PG.en piso ingreso y salida4.002.002.000.629.929.92

03.09.09 TARRAJEO EXTERIOR CON MORTERO C:A 1:3,e-2cmm211.23en sardinellado exterior4.002.002.340.407.49lado interior4.002.002.340.203.74

03.10ALCANTARILLA (03 Und)3.00

03.10.01TRAZO Y REPLANTEO M235.54 Caja de recepcion3.0011.301.606.24 Losa 3.0014.401.6021.12 Salida3.0012.731.008.1803.10.02 EXCAVACION EN TIERRA COMPACTAM352.32 Caja de recepcion3.0011.301.601.6710.42 Losa 3.0014.401.601.5031.68 Salida3.0012.731.001.2510.2203.10.03ELIMINACION DE MATERIAL EXCEDENTEM352.321.2565.4065.40

03.10.04CONCRETO CICLOPEO Fc=140 Kg/Cm2 +30% PMM324.03Caja de recepcion Muro transversal3.0020.800.301.672.40 Muro longitudinal3.0011.600.301.672.40 Piso3.0011.000.300.800.72Losa Muro3.0024.400.301.3010.30 Piso3.0014.400.300.803.17Salida Muro3.0021.410.301.303.30 Piso3.0011.930.301.001.73

03.10.05ENCOFRADO Y DESENCOFRADO EN MUROS ALCANTARILLAM254.01 Caja de recepcion transversal3.0020.801.376.58 Caja de recepcion longitudinal3.0011.001.374.11 Losa 3.0024.401.0026.40Salida3.0041.411.0016.9203.10.06CONCRETO EN LOSAS MACIZAS F'C=210 KG/CM2M33.22en losa3.0014.401.000.202.64en sardinel3.0021.200.200.400.58

03.10.07ENCOFRADO Y DESENCOFRADO LOSA ALCANTARILLAM215.60Losa macisa3.0014.001.0012.00Vigas- Parapetos3.0021.000.603.6003.10.08ACERO FY=4200 KG/CM2KG457.63Acero en losa Malla inferior Long. 3/8"3.0041.40kg/cm2=0.569.41Malla inferior Long. 1/2"3.00164.40kg/cm2=1.02215.42Acero en losa Malla Superior Long. 3/8"3.0051.40kg/cm2=0.5611.76Malla Superior Long. 1/2"3.00124.40kg/cm2=1.02161.57Acero en parapetoAcero de 3/8" Estribos3.00121.55kg/cm2=0.5631.25Acero de 1/2" Long.3.00121.40kg/cm2=0.5628.22

03.10.09 TARRAJEO EXTERIOR CON MORTERO C:A 1:3,e-2cmm297.56en sardinellado exterior3.002.001.200.604.32lado interior3.002.001.200.402.88laterales3.002.000.200.400.48cresta de parapeto3.002.001.200.201.44

03.11 COLCHON DISIPADOR282,021.5003.11.01 EXCAVACIN EN TIERRA COMPACTAm34.001,481.229.2813,745.724.001.004.000.500.504.00

03.11.02 REFINE, NIVELACIN Y CONFINAMIENTO DE ZANJASm4.001.004.0016.0016.004,694.113.6317,039.62

03.11.03 CONCRETO FC=175 KG/CM2 EN CANALm33.84298.00422.61125,937.78Paredes4.002.004.000.100.953.04Base4.001.004.000.500.100.80

03.11.04 ENCOFRADO Y DESENCOFRADO CANAL RECTANGULARm260.801,619.5648.7678,969.754.004.004.000.9560.8003.11.05 TARRAJEO RESANE MORTERO C:A 1:2, e-2cm PARA CANALm23.80338.8210.093,418.69en cresta de muro0.502.004.000.953.8004.00CANAL SINHUAPATA BAJA345,943.5004.01 BOCATOMA (01 UND)1.0004.01.01 CONTROL TOPOGRAFICOm235.06en cuerpo1.001.003.603.5012.60canal salida1.001.000.661.400.92ala de entrada margen izquierdo1.001.003.000.551.65ala de entrada margen derecho1.001.003.000.551.65ala de salida margen izquierdo y derecho1.002.002.000.552.20piso emboquillado entrada (promedio)1.001.004.412.3210.23piso emboquillado salida (promedio)1.001.003.771.545.8104.01.02 EXCAVACION MANUAL EN TERRENO CONGLOMERADOm311.66en cuerpo1.001.003.603.500.303.78canal salida1.001.000.661.400.300.28ala de entrada margen izquierdo1.001.003.000.550.801.32ala de entrada margen derecho1.001.003.000.550.801.32ala de salida margen izquierdo y derecho1.002.002.000.550.801.76piso emboquillado entrada (promedio)1.001.004.412.320.202.05piso emboquillado salida (promedio)1.001.003.771.540.201.16

04.01.03 ELIMINACION DE MATERIAL EXCEDENTE m311.661.3015.1615.1604.01.04 CONCRETO CICLOPEO F'C=175 KG/CM2 + 30 PMm39.72en cimientosen cuerpo1.002.003.500.750.301.58canal salida1.002.001.330.650.300.52ala de entrada margen izquierdo1.001.003.000.750.300.68ala de entrada margen derecho1.001.003.000.750.300.68ala de salida margen izquierdo y derecho1.002.002.000.750.300.90en muroen cuerpo1.002.003.500.250.801.40canal salida1.002.001.330.250.800.53ala de entrada margen izquierdo1.002.003.000.200.800.96ala de entrada margen derecho1.001.003.000.200.800.48ala de salida margen izquierdo y derecho1.002.002.000.250.800.80

en barraje fijo1.001.002.500.600.801.20

04.01.05 ENCOFRADO Y DESENCOFRADO NORMALm233.86282,021.50en cuerpoen cuerpo1.004.003.500.8011.204,694.110.612,863.41canal salida1.004.001.330.804.26ala de entrada margen izquierdo1.003.003.000.807.20ala de entrada margen derecho1.002.003.000.804.80ala de salida margen izquierdo y derecho1.004.002.000.806.401,481.229.2813,745.7204.01.06 EMBOQUILLADO CON CONCRETO f'c=140 kg/cm2 + 50% PG.m216.04piso emboquillado entrada (promedio)1.001.004.412.3210.23piso emboquillado salida (promedio)1.001.003.771.545.81

04.01.07 TARRAJEO CON MORTERO C:A 1:5,e-2cmm234.414,694.113.6317,039.62en cuerpoen cuerpo1.004.003.500.8011.20298.00422.61125,937.78canal salida1.004.001.330.804.26ala de entrada margen izquierdo1.002.003.000.804.80ala de entrada margen derecho1.002.003.000.804.80ala de salida margen izquierdo y derecho1.004.002.000.806.40en cresta de muros1,619.5648.7678,969.75en cuerpo1.002.003.500.151.05canal salida1.002.001.330.150.40ala de entrada margen izquierdo1.001.003.000.150.45ala de entrada margen derecho1.001.003.000.150.45ala de salida margen izquierdo y derecho1.002.002.000.150.602,784.2312.6135,109.14

04.01.08 REJILLA EN LA VENTANA DE CAPTACION (0.30*0.35 M)DE 3/8"und1.001.001.001.00

04.01.09 COMPUERTA METALICA TIPO IZAJEund1.002.002.002.00

04.01.10 JUNTA WATER STOP 4"und1.002.000.701.401.40

04.02DESARENADOR (1 UND)04.02.01TRAZO Y REPLANTEOM21.001.005.231.055.495.4904.02.02EXCAVACION EN TIERRA COMPACTAM31.001.005.231.050.754.124.1204.02.03ELIMINACION DE MATERIAL EXCEDENTEM34.121.255.155.1504.02.04SOLADO DE CONCRETO 2" MEZCLA 1:12 C:HM31.001.005.231.055.495.49

04.02.05CONCRETO F'c=175 KG/CM2M31.01en piso entrada1.001.001.060.750.100.08en piso cuerpo1.001.003.001.050.100.32enpiso salida1.001.001.060.750.100.08en muro entrada1.002.001.060.100.350.07en muro cuerpo1.002.003.000.100.650.39en muro salida1.002.001.060.100.350.0704.02.06ENCOFRADO Y DESENCOFRADOM25.38en muro entrada1.002.001.060.350.74en muro cuerpo1.002.003.000.653.90en muro salida1.002.001.060.350.74

04.02.07ACERO F'y= 4200 KG/CM2KG74.23en piso entrada longitudinal0.565.000.752.10en piso entrada transversal0.564.001.062.37en piso cuerpo longitudinal0.565.003.008.40en piso cuerpo transversal0.5615.001.058.82enpiso salida longitudinal0.565.000.752.10enpiso salida transversal0.564.001.062.37en muro entrada horizontal0.566.001.063.56en muro entrada vertical0.568.000.351.57en muro cuerpo horizontal0.568.006.0026.88en muro cuerpo vertical0.5630.000.6510.92en muro salida horizontal0.566.001.063.56en muro salida vertical0.568.000.351.57

04.02.08TARRAJEO INTERIOR CON IMPERMEABILIZANTEM210.12en piso entrada1.001.001.060.750.80en piso cuerpo1.001.003.001.053.15enpiso salida1.001.001.060.750.80en muro entrada1.002.001.060.350.74en muro cuerpo1.002.003.000.653.90en muro salida1.002.001.060.350.74

04.02.09TARRAJEO CON MORTERO C:A 1:5 E= 2 CMM22.05en muro entrada1.002.001.060.200.42en muro cuerpo1.002.003.000.201.20en muro salida1.002.001.060.200.4204.02.10COMPUERTA METALICA TIPO TARJETA 0.30 x 0.65 m.und1.001.001.001.00

04.02.11 JUNTA WATER STOP 4"und1.002.000.701.401.40

04.03 CANAL DE CONDUCCION SINHUAPATA BAJO (1,160 m) CANAL ABIERTO282,021.50

viene de excavacion canal de eje bajo

04.03.01 EXCAVACION EN TIERRA COMPACTAm31643.951,481.229.2813,745.72viene de excavacion canal de eje bajo1.001.001643.951643.95

04.03.02 REFINE, NIVELACIN Y CONFINAMIENTO DE ZANJASm1.001.001160.001160.001160.004,694.113.6317,039.62

04.03.03 CONCRETO FC=140 KG/CM2 EN CANALm3104.40298.00422.61125,937.78canal de eje bajo1.001.001160.000.900.10104.40

04.03.04 ENCOFRADO Y DESENCOFRADO EN CANAL RECTANGULARm2464.001,619.5648.7678,969.75canal de eje bajo1.002.001160.000.20464.00canal de eje bajo1.001.001160.000.70812.0004.03.05 TARRAJEO DE RESANE MORTERO C:A 1:2,e-2cm PARA CANALm2116.00338.8210.093,418.69en cresta de murocanal de eje bajo0.502.001160.000.10116.0004.03.06 JUNTAS DE DILATACION E=1"m379.03928.085.324,937.39canal de eje bajo1.00386.670.70270.6704.04 TOMAS LATERALES (8 und)8.0020,610.8304.04.01 TRAZO Y REPLANTEOm28.001.001.400.901.0010.0810.0822.650.7817.6704.04.02 EXCAVACION EN TIERRA COMPACTAm311.7851.569.28478.48camara de toma8.001.001.400.901.0010.08camara de valvula8.001.000.500.500.851.70

04.04.03 ELIMINACION DE MATERIAL EXCEDENTEm311.781.3015.3115.3167.039.28622.0404.04.04 CONCRETO F'C=175 KG/CM2m33.1615.58400.996,247.42camara de tomapiso8.001.000.700.700.150.59muro longitudinal8.002.000.800.100.700.90muro transicin8.004.001.000.190.100.61piso transicin8.002.001.000.220.150.53piso canal de salida8.001.000.500.500.150.30muro de canal de salida8.002.000.500.100.300.24

04.04.05 ENCOFRADO Y DESENCOFRADO NORMALm239.07142.4748.766,946.84muro lateral8.002.001.400.7015.688.004.000.230.705.15muros entrada8.004.001.000.216.72muros salida8.004.001.000.216.72muros canal salida8.004.000.500.304.80

04.04.06 TARRAJEO INTERIOR CON IMPERMEABILIZANTEm220.96869.064.533,936.84muros laterales8.002.000.800.708.96piso transicin8.002.001.000.223.52muor transicin8.004.001.000.196.08muro canal salida8.002.000.500.302.40

04.04.07ACCESORIOS PARA TOMA LATERALUND8.001.008.008.00tarjeta de madera 0,70*,35 esp. 1"

04.05 PASE PEATONAL (01 und)1.0004.05.01 TRAZO Y REPLANTEOm21.001.002.962.316.846.8404.05.02 EXCAVACION EN TIERRA COMPACTAm31.18en cimiento1.002.002.300.300.500.69para piso emboquillado1.002.002.700.600.150.49

04.05.03 ELIMINACION DE MATERIAL EXCEDENTEm31.181.301.531.5304.05.04 CONCRETO CICLOPEO F'C=140 KG/CM2 + 30% pm.m30.35camara de tomapiso1.001.002.300.300.100.07muro longitudinal1.002.000.800.100.550.09muro transversal1.002.000.600.100.550.07camara de valvulapiso1.001.000.700.600.100.04muro longitudinal1.001.000.400.100.550.02muro transversal1.002.000.600.100.550.07

04.05.05CONCRETO F'c=175 KG/CM20.53en losa1.001.002.301.100.100.25en sardineles1.002.002.340.150.400.28

04.05.06 ENCOFRADO Y DESENCOFRADO NORMALm26.20cimientomuro interior1.002.002.300.200.92muro exterior1.002.002.300.200.92losa mazisainterior1.001.002.300.501.15ingreso y salida de emboquillado1.001.002.000.200.40en sardinellado exterior1.002.002.340.401.87lado interior1.002.002.340.200.94

04.05.07ACERO F'y= 4200 KG/CM219.17en losaas longitudinal @ 0.25 m1.004.002.20kg/cm2=0.564.93as transversal @ 0.20m1.0011.001.00kg/cm2=0.566.16en sardineldowells en "L"1.0020.000.50kg/cm2=0.565.60

04.05.08 EMBOQUILLADO CON CONCRETO f'c=140 kg/cm2 + 50% PG.en piso ingreso y salida1.002.002.000.622.482.48

04.05.09 TARRAJEO CON MORTERO C:A 1:3,e-2cmm22.81en sardinellado exterior1.002.002.340.401.87lado interior1.002.002.340.200.94

05.00ESTUDIOS COMPLEMENTARIOS17,000.0004.01DISEO DE MEZCLASUND1.003.003.003.0004.02PRUEBA DE CALIDAD DEL CONCRETOUND1.003.003.003.00

06.00MITIGACION DE IMPACTO AMBIENTAL05.01MITIGACION DE IMPACTO AMBIENTALGLB1.001.001.001.00

07.00TRANSPORTE DE MATERIALES17,000.0006.01 TRANSPORTE DE MATERIALES ANDAHUAYLAS - OCOBAMBAGLB1.001.001.001.001.0012,000.0012,000.0006.02 FLETE RURALGLB1.001.001.001.001.005,000.005,000.00

08.00CAPACITACION PARA LA GESTION HDRICA Y PRODUCTIVA

08.01CONFORMACION DEL COMIT DE MANTENIMIENTOund1.001.001.001.0008.02CAPACITACION EN USO Y MANEJO DEL AGUAEven1.002.002.002.0008.03CAPACITACION EN MANEJO DE CULTIVOSEven1.003.003.003.00

ENTUBADOREPORTE DE VOLUMENES504PROY:MEJORAMIENTO DEL SISTEMA DE RIEGO SINHUAPATA, DISTRITO DE RANRACANCHA - PROVINCIA DE CHINCHEROS - APURIMAC

SECTOR:REGION:APURIMAC, PROVINCIA: CHINCHEROS, DISTRITO: RANRACANCHA0.0666666667UBICAC:JULIO 20129015PROGRESIVAAREA CORTEAREA RELLENODIST.VOLUMEN CORTEVOLUMEN RELLENOTIPO SUELOTERRENO COMPACTO (M3)ROCA SUELTA (M3)ROCA FIJA (M3)RELLENO (M3)4,166.94mm2m2mm3m3PARCIALACUMUL.PARCIALACUMUL.PARCIALACUMUL.PARCIALACUMUL.1,029.8918.801,029.890.00.018.800.01029.8900110.001.000.000.0010.000.000000001200.0019.000.000.0010.000.0000000019400.0020.000.000.0010.000.0000000020600.470.0020.004.700.0014.704.7000000020802.070.0020.0025.400.00125.4030.10000000201002.230.0020.0043.000.00143.0073.10000000201160.001.4816.0017.8411.84117.8490.94000011.8411.84161201.350.004.002.702.9612.7093.6400002.9614.841401.500.0020.0028.500.00128.50122.140000014.8201601.150.0020.0026.500.00126.50148.640000014.8201800.700.0020.0018.500.00118.50167.140000014.8202002.430.0020.0031.300.00131.30198.440000014.8202201.250.0020.0036.800.00136.80235.240000014.8202400.720.0020.0019.700.00119.70254.940000014.8202601.480.0020.0022.000.00122.00276.940000014.8202801.190.0020.0026.700.00126.70303.640000014.8203002.090.0020.0032.800.00132.80336.440000014.8203201.010.0020.0031.000.00131.00367.440000014.8203401.030.0020.0020.400.00120.40387.840000014.8203602.590.0020.0036.200.00136.20424.040000014.8203800.740.0020.0033.300.00133.30457.340000014.8204000.460.0020.0012.000.00112.00469.340000014.8204200.940.0020.0014.000.00114.00483.340000014.8204401.610.0020.0025.500.00125.50508.840000014.8204601.700.0020.0033.100.00133.10541.940000014.8204801.320.0020.0030.200.00130.20572.140000014.8205000.560.0020.0018.800.00118.80590.940000014.8205201.650.0020.0022.100.00122.10613.040000014.8205401.510.0020.0031.600.00131.60644.640000014.8205601.510.0020.0030.200.00130.20674.840000014.8205801.410.0020.0029.200.00129.20704.040000014.8206002.110.0020.0035.200.00135.20739.240000014.8206201.390.0020.0035.000.00135.00774.240000014.8206401.410.2020.0028.002.00128.00802.240000216.8206601.900.0020.0033.102.00133.10835.340000218.8206801.130.0020.0030.300.00130.30865.640000018.8207001.710.0020.0028.400.00128.40894.040000018.8207201.130.0020.0028.400.00128.40922.440000018.8207402.650.0020.0037.800.00137.80960.240000018.8207574.570.0017.0061.370.00161.371021.610000018.8177600.950.003.008.280.0018.281029.890000018.837700.0010.004.750.0014.751034.640000018.8107800.0010.000.000.0010.001034.640000018.8108000.0020.000.000.0010.001034.640000018.8208200.0020.000.000.0010.001034.640000018.8208400.0020.000.000.0010.001034.640000018.8208600.0020.000.000.0010.001034.640000018.8208800.0020.000.000.0010.001034.640000018.8209000.0020.000.000.0010.001034.640000018.8209200.0020.000.000.0010.001034.640000018.8209400.0020.000.000.0010.001034.640000018.8209600.0020.000.000.0010.001034.640000018.8209800.0020.000.000.0010.001034.640000018.8209830.003.000.000.0010.001034.640000018.8310000.0017.000.000.0010.001034.640000018.81710200.0020.000.000.0010.001034.640000018.82010400.0020.000.000.0010.001034.640000018.82010600.0020.000.000.0010.001034.640000018.82010800.0020.000.000.0010.001034.640000018.82011000.0020.000.000.0010.001034.640000018.82011200.0020.000.000.0010.001034.640000018.82011340.0014.000.000.0010.001034.640000018.81411400.006.000.000.0010.001034.640000018.8611600.0020.000.000.0010.001034.640000018.82011800.0020.000.000.0010.001034.640000018.82011830.003.000.000.0010.001034.640000018.8312000.0017.000.000.0010.001034.640000018.81712200.0020.000.000.0010.001034.640000018.82012250.005.000.000.0010.001034.640000018.8512400.0015.000.000.0010.001034.640000018.81512600.0020.000.000.0010.001034.640000018.82012800.0020.000.000.0010.001034.640000018.82013000.0020.000.000.0010.001034.640000018.82013100.0010.000.000.0010.001034.640000018.81013200.0010.000.000.0010.001034.640000018.81013400.0020.000.000.0010.001034.640000018.82013600.0020.000.000.0010.001034.640000018.82013800.0020.000.000.0010.001034.640000018.82013900.0010.000.000.0010.001034.640000018.81014000.0010.000.000.0010.001034.640000018.81014200.0020.000.000.0010.001034.640000018.82014260.006.000.000.0010.001034.640000018.8614400.0014.000.000.0010.001034.640000018.81414600.0020.000.000.0010.001034.640000018.82014800.0020.000.000.0010.001034.640000018.82014860.006.000.000.0010.001034.640000018.8615000.0014.000.000.0010.001034.640000018.81415200.0020.000.000.0010.001034.640000018.82015300.0010.000.000.0010.001034.640000018.81015400.0010.000.000.0010.001034.640000018.81015600.0020.000.000.0010.001034.640000018.82015640.004.000.000.0010.001034.640000018.8415800.0016.000.000.0010.001034.640000018.81616000.0020.000.000.0010.001034.640000018.8201609.50.009.500.000.0010.001034.640000018.89.516200.0010.500.000.0010.001034.640000018.810.516400.0020.000.000.0010.001034.640000018.82016550.0015.000.000.0010.001034.640000018.81516600.005.000.000.0010.001034.640000018.8516640.004.000.000.0010.001034.640000018.8416800.0016.000.000.0010.001034.640000018.81617000.0020.000.000.0010.001034.640000018.82017200.0020.000.000.0010.001034.640000018.82017400.0020.000.000.0010.001034.640000018.82017600.0020.000.000.0010.001034.640000018.82017800.0020.000.000.0010.001034.640000018.82018000.0020.000.000.0010.001034.640000018.82018200.0020.000.000.0010.001034.640000018.82018400.0020.000.000.0010.001034.640000018.82018600.0020.000.000.0010.001034.640000018.82018800.0020.000.000.0010.001034.640000018.82018900.0010.000.000.0010.001034.640000018.81019000.0010.000.000.0010.001034.640000018.81019200.0020.000.000.0010.001034.640000018.82019400.0020.000.000.0010.001034.640000018.82019600.0020.000.000.0010.001034.640000018.82019800.0020.000.000.0010.001034.640000018.82020000.0020.000.000.0010.001034.640000018.82020200.0020.000.000.0010.001034.640000018.82020400.0020.000.000.0010.001034.640000018.82020600.0020.000.000.0010.001034.640000018.82020800.0020.000.000.0010.001034.640000018.82020900.0010.000.000.0010.001034.640000018.81021000.0010.000.000.0010.001034.640000018.81021200.0020.000.000.0010.001034.640000018.82021400.0020.000.000.0010.001034.640000018.82021600.0020.000.000.0010.001034.640000018.82021800.0020.000.000.0010.001034.640000018.82021900.0010.000.000.0010.001034.640000018.81022000.0010.000.000.0010.001034.640000018.81022200.0020.000.000.0010.001034.640000018.82022400.0020.000.000.0010.001034.640000018.82022600.0020.000.000.0010.001034.640000018.82022800.0020.000.000.0010.001034.640000018.82023000.0020.000.000.0010.001034.640000018.82023060.006.000.000.0010.001034.640000018.8623200.0014.000.000.0010.001034.640000018.81423400.0020.000.000.0010.001034.640000018.82023600.0020.000.000.0010.001034.640000018.82023800.0020.000.000.0010.001034.640000018.82024000.0020.000.000.0010.001034.640000018.82024200.0020.000.000.0010.001034.640000018.82024400.0020.000.000.0010.001034.640000018.82024600.0020.000.000.0010.001034.640000018.82024800.0020.000.000.0010.001034.640000018.82025000.0020.000.000.0010.001034.640000018.82025200.0020.000.000.0010.001034.640000018.82025400.0020.000.000.0010.001034.640000018.82025600.0020.000.000.0010.001034.640000018.82025800.0020.000.000.0010.001034.640000018.82026000.0020.000.000.0010.001034.640000018.82026200.0020.000.000.0010.001034.640000018.82026400.0020.000.000.0010.001034.640000018.82026600.0020.000.000.0010.001034.640000018.82026800.0020.000.000.0010.001034.640000018.82027000.0020.000.000.0010.001034.640000018.82027120.0012.000.000.0010.001034.640000018.81227200.008.000.000.0010.001034.640000018.8827400.0020.000.000.0010.001034.640000018.82027600.0020.000.000.0010.001034.640000018.82027800.0020.000.000.0010.001034.640000018.82028000.0020.000.000.0010.001034.640000018.82028100.0010.000.000.0010.001034.640000018.81028200.0010.000.000.0010.001034.640000018.81028400.0020.000.000.0010.001034.640000018.82028600.0020.000.000.0010.001034.640000018.82028800.0020.000.000.0010.001034.640000018.82028820.002.000.000.0010.001034.640000018.8228840.002.000.000.0010.001034.640000018.8229000.0016.000.000.0010.001034.640000018.81629200.0020.000.000.0010.001034.640000018.82029400.0020.000.000.0010.001034.640000018.82029600.0020.000.000.0010.001034.640000018.82029800.0020.000.000.0010.001034.640000018.82030000.0020.000.000.0010.001034.640000018.8203,000.00ERROR:#REF!6ERROR:#REF!ERROR:#REF!hasdesbroce y limpiezacuneta en tierracuneta en roca suelta4.000.2ERROR:#REF!m3 material4ERROR:#REF!m2 afirmado9seales informativas313curvas de volteo020badenes020puente020pontones326comunidades4ERROR:#REF!m2 peinado de taludes

excav eje altaREPORTE DE VOLUMENESPROY:MEJORAMIENTO DEL SISTEMA DE RIEGO SINHUAPATA, DISTRITO DE RANRACANCHA - PROVINCIA DE CHINCHEROS - APURIMAC

SECTOR:REGION:APURIMAC, PROVINCIA: CHINCHEROS, DISTRITO: RANRACANCHAUBICAC:JULIO 2012

PROGRESIVAAREA CORTEAREA RELLENODIST.VOLUMEN CORTEVOLUMEN RELLENOTIPO SUELOTERRENO COMPACTO (M3)ROCA SUELTA (M3)ROCA FIJA (M3)RELLENO (M3)mm2m2mm3m3PARCIALACUMUL.PARCIALACUMUL.PARCIALACUMUL.PARCIALACUMUL.3,137.0518.803,137.050.00.018.800.001.840111.880.001.001.860.0011.861.860000001201.050.0019.0027.840.00127.8429.7000000019400.840.0020.0018.900.00118.9048.6000000020600.470.0020.0013.100.00113.1061.7000000020800.0020.004.700.0014.7066.40000000201000.0020.000.000.0010.0066.40000000201161.4816.000.0011.8410.0066.40000011.8411.84161200.004.000.002.9610.0066.4000002.9614.841400.0020.000.000.0010.0066.400000014.8201600.0020.000.000.0010.0066.400000014.8201800.0020.000.000.0010.0066.400000014.8202000.0020.000.000.0010.0066.400000014.8202200.0020.000.000.0010.0066.400000014.8202400.0020.000.000.0010.0066.400000014.8202600.0020.000.000.0010.0066.400000014.8202800.0020.000.000.0010.0066.400000014.8203000.0020.000.000.0010.0066.400000014.8203200.0020.000.000.0010.0066.400000014.8203400.0020.000.000.0010.0066.400000014.8203600.0020.000.000.0010.0066.400000014.8203800.0020.000.000.0010.0066.400000014.8204000.0020.000.000.0010.0066.400000014.8204200.0020.000.000.0010.0066.400000014.8204400.0020.000.000.0010.0066.400000014.8204600.0020.000.000.0010.0066.400000014.8204800.0020.000.000.0010.0066.400000014.8205000.0020.000.000.0010.0066.400000014.8205200.0020.000.000.0010.0066.400000014.8205400.0020.000.000.0010.0066.400000014.8205600.0020.000.000.0010.0066.400000014.8205800.0020.000.000.0010.0066.400000014.8206000.0020.000.000.0010.0066.400000014.8206200.0020.000.000.0010.0066.400000014.8206400.2020.000.002.0010.0066.400000216.8206600.0020.000.002.0010.0066.400000218.8206800.0020.000.000.0010.0066.400000018.8207000.0020.000.000.0010.0066.400000018.8207200.0020.000.000.0010.0066.400000018.8207400.0020.000.000.0010.0066.400000018.8207570.0017.000.000.0010.0066.400000018.8177600.003.000.000.0010.0066.400000018.837701.030.0010.005.150.0015.1571.550000018.8107801.160.0010.0010.950.00110.9582.500000018.8108001.570.0020.0027.300.00127.30109.800000018.8208203.620.0020.0051.900.00151.90161.700000018.8208401.810.0020.0054.300.00154.30216.000000018.8208601.110.0020.0029.200.00129.20245.200000018.8208801.960.0020.0030.700.00130.70275.900000018.8209000.720.0020.0026.800.00126.80302.700000018.8209201.220.0020.0019.400.00119.40322.100000018.8209400.870.0020.0020.900.00120.90343.000000018.8209600.480.0020.0013.500.00113.50356.500000018.8209801.590.0020.0020.700.00120.70377.200000018.8209831.590.003.004.770.0014.77381.970000018.8310001.380.0017.0025.250.00125.25407.210000018.81710202.190.0020.0035.700.00135.70442.910000018.82010400.380.0020.0025.700.00125.70468.610000018.82010600.370.0020.007.500.0017.50476.110000018.82010800.130.0020.005.000.0015.00481.110000018.82011000.960.0020.0010.900.00110.90492.010000018.82011200.850.0020.0018.100.00118.10510.110000018.82011340.940.0014.0012.530.00112.53522.640000018.81411400.740.006.005.040.0015.04527.680000018.8611600.560.0020.0013.000.00113.00540.680000018.82011800.650.0020.0012.100.00112.10552.780000018.82011830.900.003.002.330.0012.33555.110000018.8312001.030.0017.0016.410.00116.41571.510000018.81712201.510.0020.0025.400.00125.40596.910000018.82012251.270.005.006.950.0016.95603.860000018.8512401.300.0015.0019.280.00119.28623.140000018.81512601.760.0020.0030.600.00130.60653.740000018.82012801.520.0020.0032.800.00132.80686.540000018.82013001.850.0020.0033.700.00133.70720.240000018.82013101.590.0010.0017.200.00117.20737.440000018.81013201.040.0010.0013.150.00113.15750.590000018.81013401.840.0020.0028.800.00128.80779.390000018.82013602.530.0020.0043.700.00143.70823.090000018.82013800.510.0020.0030.400.00130.40853.490000018.82013901.110.0010.008.100.0018.10861.590000018.81014001.660.0010.0013.850.00113.85875.440000018.81014200.710.0020.0023.700.00123.70899.140000018.82014260.790.006.004.500.0014.50903.640000018.8614401.750.0014.0017.780.00117.78921.420000018.81414600.800.0020.0025.500.00125.50946.920000018.82014801.510.0020.0023.100.00123.10970.020000018.82014861.060.006.007.710.0017.71977.730000018.8615000.990.0014.0014.350.00114.35992.080000018.81415201.440.0020.0024.300.00124.301016.380000018.82015301.360.0010.0014.000.00114.001030.380000018.81015401.150.0010.0012.550.00112.551042.930000018.81015601.600.0020.0027.500.00127.501070.430000018.82015641.570.004.006.340.0016.341076.770000018.8415802.010.0016.0028.640.00128.641105.410000018.81616000.800.0020.0028.100.00128.101133.510000018.8201609.51.230.009.509.640.0019.641143.150000018.89.516203.110.0010.5022.790.00122.791165.930000018.810.516401.340.0020.0044.500.00144.501210.430000018.82016553.370.0015.0035.330.00135.331245.760000018.81516602.000.005.0013.430.00113.431259.180000018.8516642.040.004.008.080.0018.081267.260000018.8416801.460.0016.0028.000.00128.001295.260000018.81617000.560.0020.0020.200.00120.201315.460000018.82017201.180.0020.0017.400.00117.401332.860000018.82017400.850.0020.0020.300.00120.301353.160000018.82017601.030.0020.0018.800.00118.801371.960000018.82017801.550.0020.0025.800.00125.801397.760000018.82018001.280.0020.0028.300.00128.301426.060000018.82018201.840.0020.0031.200.00131.201457.260000018.82018401.210.0020.0030.500.00130.501487.760000018.82018601.810.0020.0030.200.00130.201517.960000018.82018801.040.0020.0028.500.00128.501546.460000018.82018901.000.0010.0010.200.00110.201556.660000018.81019000.880.0010.009.400.0019.401566.060000018.81019201.530.0020.0024.100.00124.101590.160000018.82019401.690.0020.0032.200.00132.201622.360000018.82019601.480.0020.0031.700.00131.701654.060000018.82019801.490.0020.0029.700.00129.701683.760000018.82020001.870.0020.0033.600.00133.601717.360000018.82020201.380.0020.0032.500.00132.501749.860000018.82020402.500.0020.0038.800.00138.801788.660000018.82020601.670.0020.0041.700.00141.701830.360000018.82020801.390.0020.0030.600.00130.601860.960000018.82020901.580.0010.0014.850.00114.851875.810000018.81021001.270.0010.0014.250.00114.251890.060000018.81021201.390.0020.0026.600.00126.601916.660000018.82021401.130.0020.0025.200.00125.201941.860000018.82021601.730.0020.0028.600.00128.601970.460000018.82021802.550.0020.0042.800.00142.802013.260000018.82021902.130.0010.0023.400.00123.402036.660000018.81022001.540.0010.0018.350.00118.352055.010000018.81022200.850.0020.0023.900.00123.902078.910000018.82022402.270.0020.0031.200.00131.202110.110000018.82022602.870.0020.0051.400.00151.402161.510000018.82022802.020.0020.0048.900.00148.902210.410000018.82023001.740.0020.0037.600.00137.602248.010000018.82023062.090.006.0011.490.00111.492259.500000018.8623201.240.0014.0023.310.00123.312282.810000018.81423400.680.0020.0019.200.00119.202302.010000018.82023600.990.0020.0016.700.00116.702318.710000018.82023801.300.0020.0022.900.00122.902341.610000018.82024001.050.0020.0023.500.00123.502365.110000018.82024201.190.0020.0022.400.00122.402387.510000018.82024402.760.0020.0039.500.00139.502427.010000018.82024601.380.0020.0041.400.00141.402468.410000018.82024801.690.0020.0030.700.00130.702499.110000018.82025001.450.0020.0031.400.00131.402530.510000018.82025201.320.0020.0027.700.00127.702558.210000018.82025402.040.0020.0033.600.00133.602591.810000018.82025601.860.0020.0039.000.00139.002630.810000018.82025800.760.0020.0026.200.00126.202657.010000018.82026000.950.0020.0017.100.00117.102674.110000018.82026201.350.0020.0023.000.00123.002697.110000018.82026402.070.0020.0034.200.00134.202731.310000018.82026601.640.0020.0037.100.00137.102768.410000018.82026801.560.0020.0032.000.00132.002800.410000018.82027000.820.0020.0023.800.00123.802824.210000018.82027121.120.0012.0011.640.00111.642835.850000018.81227201.200.008.009.280.0019.282845.130000018.8827401.050.0020.0022.500.00122.502867.630000018.82027600.780.0020.0018.300.00118.302885.930000018.82027800.560.0020.0013.400.00113.402899.330000018.82028001.440.0020.0020.000.00120.002919.330000018.82028101.010.0010.0012.250.00112.252931.580000018.81028200.660.0010.008.350.0018.352939.930000018.81028400.630.0020.0012.900.00112.902952.830000018.82028601.790.0020.0024.200.00124.202977.030000018.82028801.020.0020.0028.100.00128.103005.130000018.82028823.140.002.004.160.0014.163009.290000018.8228843.880.002.007.020.0017.023016.310000018.8229001.050.0016.0039.440.00139.443055.750000018.81629201.100.0020.0021.500.00121.503077.250000018.82029401.090.0020.0021.900.00121.903099.150000018.82029600.760.0020.0018.500.00118.503117.650000018.82029800.590.0020.0013.500.00113.503131.150000018.82030000.000.0020.005.900.0015.903137.050000018.8203,000.00ERROR:#REF!6ERROR:#REF!ERROR:#REF!hasdesbroce y limpiezacuneta en tierracuneta en roca suelta4.000.2ERROR:#REF!m3 material4ERROR:#REF!m2 afirmado9seales informativas313curvas de volteo020badenes020puente020pontones326comunidades4ERROR:#REF!m2 peinado de taludes

excav eje medioREPORTE DE VOLUMENESPROY:MEJORAMIENTO DEL SISTEMA DE RIEGO SINHUAPATA, DISTRITO DE RANRACANCHA - PROVINCIA DE CHINCHEROS - APURIMAC

SECTOR:REGION:APURIMAC, PROVINCIA: CHINCHEROS, DISTRITO: RANRACANCHAUBICAC:JULIO 2012

PROGRESIVAAREA CORTEAREA RELLENODIST.VOLUMEN CORTEVOLUMEN RELLENOTIPO SUELOTERRENO COMPACTO (M3)ROCA SUELTA (M3)ROCA FIJA (M3)RELLENO (M3)mm2m2mm3m3PARCIALACUMUL.PARCIALACUMUL.PARCIALACUMUL.PARCIALACUMUL.480.495.30480.490.00.05.300.03,617.5401.650.531201.720.0020.0033.705.30133.7033.7000005.35.320402.390.0020.0041.100.00141.1074.80000005.320601.010.0020.0034.000.00134.00108.80000005.320801.850.0020.0028.600.00128.60137.40000005.3201001.960.0020.0038.100.00138.10175.50000005.3201061.300.006.009.780.0019.78185.28000005.36112.091.520.006.098.590.0018.59193.87000005.36.091200.490.007.917.950.0017.95201.82000005.37.911401.840.0020.0023.300.00123.30225.12000005.3201600.770.0020.0026.100.00126.10251.22000005.3201800.710.0020.0014.800.00114.80266.02000005.3202004.280.0020.0049.900.00149.90315.92000005.3202200.510.0020.0047.900.00147.90363.82000005.320224.391.910.004.395.310.0015.31369.13000005.34.392400.340.0015.6117.560.00117.56386.69000005.315.612600.470.0020.008.100.0018.10394.79000005.3202800.820.0020.0012.900.00112.90407.69000005.3203000.900.0020.0017.200.00117.20424.89000005.3203201.060.0020.0019.600.00119.60444.49000005.3203401.270.0020.0023.300.00123.30467.79000005.3203600.000.0020.0012.700.00112.70480.49000005.320360.00ERROR:#REF!6ERROR:#REF!ERROR:#REF!hasdesbroce y limpiezacuneta en tierracuneta en roca suelta4.000.2ERROR:#REF!m3 material4ERROR:#REF!m2 afirmado9seales informativas313curvas de volteo020badenes020puente020pontones326comunidades4ERROR:#REF!m2 peinado de taludes

excav eje bajaREPORTE DE VOLUMENESPROY:MEJORAMIENTO DEL SISTEMA DE RIEGO SINHUAPATA, DISTRITO DE RANRACANCHA - PROVINCIA DE CHINCHEROS - APURIMAC

SECTOR:REGION:APURIMAC, PROVINCIA: CHINCHEROS, DISTRITO: RANRACANCHAUBICAC:JULIO 2012

PROGRESIVAAREA CORTEAREA RELLENODIST.VOLUMEN CORTEVOLUMEN RELLENOTIPO SUELOTERRENO COMPACTO (M3)ROCA SUELTA (M3)ROCA FIJA (M3)RELLENO (M3)mm2m2mm3m3PARCIALACUMUL.PARCIALACUMUL.PARCIALACUMUL.PARCIALACUMUL.0.0151,643.950.01,643.950.00.00.00.00.0187500.42010.006250.2187510.440.001.000.430.0010.430.430000001135200.410.0019.008.080.0018.088.5100000019400.420.0020.008.300.0018.3016.8100000020600.420.0020.008.400.0018.4025.2100000020800.500.0020.009.200.0019.2034.41000000201001.010.0020.0015.100.00115.1049.51000000201201.130.0020.0021.400.00121.4070.91000000201400.790.0020.0019.200.00119.2090.11000000201500.660.0010.007.250.0017.2597.36000000101602.000.0010.0013.300.00113.30110.66000000101801.680.0020.0036.800.00136.80147.46000000202003.660.0020.0053.400.00153.40200.86000000202202.210.0020.0058.700.00158.70259.56000000202402.170.0020.0043.800.00143.80303.36000000202422.360.002.004.530.0014.53307.8900000022601.750.0018.0036.990.00136.99344.88000000182801.160.0020.0029.100.00129.10373.98000000203002.850.0020.0040.100.00140.10414.08000000203201.400.0020.0042.500.00142.50456.58000000203401.290.0020.0026.900.00126.90483.48000000203601.700.0020.0029.900.00129.90513.38000000203622.580.002.004.280.0014.28517.6600000023800.810.0018.0030.510.00130.51548.17000000184001.630.0020.0024.400.00124.40572.57000000204201.740.0020.0033.700.00133.70606.27000000204401.940.0020.0036.800.00136.80643.07000000204602.000.0020.0039.400.00139.40682.47000000204801.660.0020.0036.600.00136.60719.07000000205001.730.0020.0033.900.00133.90752.97000000205202.030.0020.0037.600.00137.60790.57000000205321.390.0012.0020.520.00120.52811.09000000125402.600.008.0015.960.00115.96827.0500000085600.710.0020.0033.100.00133.10860.15000000205801.150.0020.0018.600.00118.60878.75000000205930.770.0013.0012.480.00112.48891.23000000136000.990.007.006.160.0016.16897.3900000076201.570.0020.0025.600.00125.60922.99000000206401.900.0020.0034.700.00134.70957.69000000206601.200.0020.0031.000.00131.00988.69000000206805.070.0020.0062.700.00162.701051.39000000207001.530.0020.0066.000.00166.001117.39000000207202.910.0020.0044.400.00144.401161.79000000207401.800.0020.0047.100.00147.101208.89000000207461.350.006.009.450.0019.451218.3400000067602.150.0014.0024.500.00124.501242.84000000147800.580.0020.0027.300.00127.301270.14000000208000.640.0020.0012.200.00112.201282.34000000208200.980.0020.0016.200.00116.201298.54000000208400.540.0020.0015.200.00115.201313.74000000208601.180.0020.0017.200.00117.201330.94000000208800.400.0020.0015.800.00115.801346.74000000209002.310.0020.0027.100.00127.101373.84000000209201.570.0020.0038.800.00138.801412.64000000209401.200.0020.0027.700.00127.701440.34000000209411.190.001.001.200.0011.201441.5300000019600.670.0019.0017.670.00117.671459.20000000199800.760.0020.0014.300.00114.301473.500000002010000.590.0020.0013.500.00113.501487.000000002010201.080.0020.0016.700.00116.701503.700000002010401.270.0020.0023.500.00123.501527.200000002010601.240.0020.0025.100.00125.101552.300000002010801.060.0020.0023.000.00123.001575.300000002010900.970.0010.0010.150.00110.151585.450000001011000.870.0010.009.200.0019.201594.650000001011200.830.0020.0017.000.00117.001611.650000002011401.050.0020.0018.800.00118.801630.450000002011600.300.0020.0013.500.00113.501643.95000000201,160.00ERROR:#REF!6ERROR:#REF!ERROR:#REF!hasdesbroce y limpiezacuneta en tierracuneta en roca suelta4.000.2ERROR:#REF!m3 material4ERROR:#REF!m2 afirmado9seales informativas313curvas de volteo020badenes020puente020pontones326comunidades4ERROR:#REF!m2 peinado de taludes