PLANILLA EXP.MINISTERIO DE TRANSPORTE Y COMUNICACIONES - PROVIAS NACIONALOBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA LIMA - CANTA - LA VIUDAD - UNISHTRAMO: LIMA - CANTACONTRATISTA: CONSORCIO VIAL SANTA ROSASUPERVISOR: HOB CONSULTORES S.A.

RESUMEN DE METRADOS

METRADO77+050 - 77+090ITEM.DESCRIPCIONUND.ACUMACUMDEL MESMUROS DE CONCRETO ARMADOALCANTARILLA TMCALC. MARCONOVIEMBREOCTUBRE75+140 - 75+16075+260 - 75+34075+440 - 75+52575+895 - 75+92576+485 - 76+53076+665 - 76+69077+180 - 77+25577+870 - 77+90077+955 - 78+00078+435 - 78+50078+625 - 78+68574+540 - 74+56077+050 - 77+09073+785 - 73+94074+77077+85374+14074+35075+88077+69678+44378+61272+66872+59470+59871+10071+85574+626600.0OBRAS DE ARTE601.A EXCAVACIN NO CLASIFICADA PARA ESTRUCTURASm3ERROR:#REF!3,505.33ERROR:#REF!4,930.151962.408355ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!38.7546.5168.2052.4242.2838.2940.7435.9645.7045.70204042.7465602.A ELIMINACIN DE ALCANTARILLAS EXISTENTESm0.0603.A LIMPIEZA DE CAUCE Y ENCAUZAMIENTOSm3143.5384.450059.08143.5318.767.8164.06912.474.2510.4210.426.34605.A RELLENOS PARA ESTRUCTURASm3ERROR:#REF!84.4500ERROR:#REF!610.7784.45ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!23.3426.2432.2627.7024.7920.4323.3424.7924.79112024.79606.A MATERIAL DE CANTERA PARA RELLENOSm3ERROR:#REF!84.45ERROR:#REF!0.084.45610.C CONCRETO CLASE C 27.4 MPa (280 Kg/cm2)m30.0610.D CONCRETO CLASE D 20.6 MPa (210 Kg/cm2)m3ERROR:#REF!494.42ERROR:#REF!985.04398.114443ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!610.E CONCRETO CLASE E 17.2 MPa (175 Kg/cm2)m320.700.020.7020.704.002.604.62.33.24610.G CONCRETO CLASE G 17.2 MPa (175 Kg/cm2) (Concreto simple Clase E y 30 % de Piedra Grande).m31.67610.I CONCRETO CLASE I 9.8 MPa (100 Kg/cm2)m3ERROR:#REF!112.42ERROR:#REF!143.7675.36145ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!612.A ENCOFRADO Y DESENCOFRADOm2ERROR:#REF!1,436.10ERROR:#REF!4,287.321173.4208ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!15.8912.501814145.223.51313615 ACERO DE REFUERZO F'Y=4200 kg/cm2kgERROR:#REF!37,984.98ERROR:#REF!79,833.8525863.215665892ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!622.B TUBERIA CORRUGADA DE ACERO GALVANIZADO CIRCULAR DE 0.90 m. DE DIAMETROm126.52126.52141.1529.1613.0115.4413.8211.3913.0111.3913.8213.82713.82622.C TUBERIA CORRUGADA DE ACERO GALVANIZADO CIRCULAR DE 1.20 m. DE DIAMETROm38.4538.4523.8214.6313.8210622.D TUBERIA CORRUGADA DE ACERO GALVANIZADO CIRCULAR DE 1.50 m. DE DIAMETROm622.W ALCANTARILLA SUPER SPAM PERFIL BAJO 11.69 m x 4.80 mm622.X ALCANTARILLA SUPER SPAM PERFIL BAJO 10.38 m x 4.03 mm622.Y ALCANTARILLA SUPER SPAM PERFIL BAJO 7.16 m x 2.49 mm624.A CANAL DE RIEGO REVESTIDO h=0.50mm624.B1 CANAL DE RIEGO DE h=0.35mm624.B2 CANAL DE RIEGO DE h=0.50mm624.B3 CANAL DE RIEGO DE h=0.60mm624.B4 CANAL DE RIEGO DE h=0.70mm624.B5 CANAL DE RIEGO DE h=0.80mm624.B6 CANAL DE RIEGO DE h=0.90mm624.B7 CANAL DE RIEGO DE h=0.1.50mm624.C TUBO DE PVC-SAP, D=2"m624.E TUBO DE PVC-SAP, D=8"m624.E1 TUBO DE PVC-SAP, D=8" (PERFORADA)m624.F TUBO DE HDPE, D=4"m624.F1 TUBO DE HDPE, D=4" (PERFORADA)m624.G TUBO DE PVC-SAP, D=18"m625.B SUBDREN PROFUNDOm3625.F TUBERIA DE VENTILACION FIERRO GALVANIZADO D=1.5"m630.A GEOCOMPUESTO DE DRENAJE PARA MUROSm2635.A CUNETAS TRIANGULAR TIPO II REVESTIDA EN CONCRETOm635.B CUNETAS TRAPEZOIDAL TIPO III REVESTIDA EN CONCRETOm635.C CUNETAS URBANA TIPO IV REVESTIDA EN CONCRETOm635.D CUNETAS URBANA TIPO V REVESTIDA EN CONCRETOm635.E CUNETAS TIRANGULAR TIPO VI REVESTIDA EN CONCRETOm635.F DEPRESIN PARA CUNETAS URBANASu635.G ZANJAS DE DRENAJEm635.H ZANJAS DE DRENAJE REVESTIDAm639.B CRUCE VEHICULARm640.A EMBOQUILLADO DE PIEDRA e=20cmm2641.A PIEDRA ASENTADAm3645.A VEREDA e=4"m2646.A MURO DE ALBAILERIAm650.H GEOTEXTIL NO TEJIDO CLASE 2m2655.A1 JUNTA LONGITUDINAL PARA BADENESm655.A2 JUNTA TRANSVERSAL PARA BADENESm655.B JUNTA PARA MUROSm660.A GAVION TIPO CAJAm3660.B GAVION TIPO COLCHON e=0.30 mm2

Fin al 30.11.12

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RESMINISTERIO DE TRANSPORTE Y COMUNICACIONES - PROVIAS NACIONALOBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA LIMA - CANTA - LA VIUDAD - UNISHTRAMO: LIMA - CANTACONTRATISTA: CONSORCIO VIAL SANTA ROSASUPERVISOR: HOB CONSULTORES S.A.RESUMEN DE METRADO ADICIONAL: ALCANTARILLAS TIPO MARCO - ADICIONAL N 03ITEMDESCRIPCIONUNIDADMETRADO CONTRACTUAL ALCANTARILLAS MARCOMETRADO REPLANTEO ALCANTARILLAS MARCOMETRADO ADICIONAL ALCANTARILLAS MARCO

601.AEXCAVACIN NO CLASIFICADA PARA ESTRUCTURAm3204.26744.17539.92603.ALIMPIEZA DE CAUCE Y ENCAUZAMIENTOSm312.96192.06179.10605.ARELLENOS PARA ESTRUCTURASm357.33435.99378.66606.AMATERIAL DE CANTERA PARA RELLENOSm357.33435.99378.66610.ICONCRETO CLASE I (f'c = 100Kg/cm2)m30.0018.8218.82610.DCONCRETO CLASE D (f'c = 210Kg/cm2)m397.35269.48172.13610.CCONCRETO CLASE C (f'c = 280Kg/cm2)m30.00149.92149.92612.AENCOFRADO Y DESENCOFRADOm277.851,016.85939.00615ACERO DE REFUERZO Fy = 4,200 Kg/cm2kg9,359.8032,898.8323,539.03640.AEMBOQUILLADO DE PIEDRA e=0.20mm246.00459.22413.22

MAYOR METRADOEste adicional se genera debido a los ajustes de trazo y las diferencias en las secciones del proyecto y replanteoSe ha cambiado la alcantarilla TMC 36" del km 73+221.69 a Marco, para complementar la marco existente en buenas condicionesEl proyecto a omitido el metrado de los concretos 100 y 280

RES_ALC MCMINISTERIO DE TRANSPORTE Y COMUNICACIONES - PROVIAS NACIONALOBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA LIMA - CANTA - LA VIUDAD - UNISHTRAMO: LIMA - CANTACONTRATISTA: CONSORCIO VIAL SANTA ROSANOVA ADICIONAL POR SER NEGATIVOSUPERVISOR: HOB CONSULTORES S.A.

RESUMEN DE METRADO: ALCANTARILLAS TIPO MARCO - ADICIONAL N 03UBICACINUBICACINDIMENSIONDIMENSIONLONGITUDLONGITUD601.A603.A605.A606.A610.I610.D610.C612.A615640.APROYECTOREPLANTEOPROYECTOREPLANTEOPROYECTOREPLANTEOPROYECTOREPLANTEOPROYECTOREPLANTEOPROYECTOREPLANTEOPROYECTOREPLANTEOPROYECTOREPLANTEOPROYECTOREPLANTEOPROYECTOREPLANTEOPROYECTOREPLANTEOPROYECTOREPLANTEOPROYECTOREPLANTEOEXCAVACIN NO CLASIFICADA PARA ESTRUCTURAEXCAVACIN NO CLASIFICADA PARA ESTRUCTURALIMPIEZA DE CAUCE Y ENCAUZAMIENTOSLIMPIEZA DE CAUCE Y ENCAUZAMIENTOSRELLENOS PARA ESTRUCTURASRELLENOS PARA ESTRUCTURASMATERIAL DE CANTERA PARA RELLENOSMATERIAL DE CANTERA PARA RELLENOSCONCRETO CLASE I (f'c = 100Kg/cm2)CONCRETO CLASE I (f'c = 100Kg/cm2)CONCRETO CLASE D (f'c = 210Kg/cm2)CONCRETO CLASE D (f'c = 210Kg/cm2)CONCRETO CLASE C (f'c = 280Kg/cm2)CONCRETO CLASE C (f'c = 280Kg/cm2)ENCOFRADO Y DESENCOFRADOENCOFRADO Y DESENCOFRADOACERO DE REFUERZO Fy = 4,200 Kg/cm2ACERO DE REFUERZO Fy = 4,200 Kg/cm2EMBOQUILLADO DE PIEDRA e=0.20mEMBOQUILLADO DE PIEDRA e=0.20mm3m3m3m3m3m3m3m3m3m3m3m3m3m3m2m2kgkgm2m233690+3x310.24244.5626.9132.9632.965.8057.2837.98312.569,208.25181.8534424+3x317.94149.16152.19299.80299.8011.05107.0694.40509.3812,213.28231.3635266+1x114.18146.200.0045.9145.911.977.7917.53117.062,117.490.0034640+34640+1 x 124.0024.0030.8330.830.000.0011.7911.7911.7911.7929.7429.7424.1624.161,728.781,728.783.503.5034860+34860+1 x 110.5010.50131.36131.3612.9612.9632.4032.4032.4032.4038.0238.0231.6131.615,673.905,673.9042.5042.5035160+35160+1 x 110.1010.1042.0642.060.000.0013.1413.1413.1413.1429.5929.5922.0822.081,957.121,957.120.000.00TOTAL44.6086.96204.26744.1712.96192.0657.33435.9957.33435.990.0018.8297.35269.480.00149.9277.851,016.859,359.8032,898.8346.00459.22DIFERENCIA (Replanteo - Proyecto)42.36539.92179.10378.66378.6618.82172.13149.92939.0023,539.03413.22

33+690.60MINISTERIO DE TRANSPORTE Y COMUNICACIONES - PROVIAS NACIONALOBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA LIMA - CANTA - LA VIUDAD - UNISHTRAMO: LIMA - CANTA33+690.60ubicacin3.80Ancho Exterior Total :CONTRATISTA: CONSORCIO VIAL SANTA ROSA3x3tipo3.90Alto Exterior Total:SUPERVISOR: HOB CONSULTORES S.A.10.24longitud de marco CON parapetos0.40Espesor losa:9.64longitud de marco SIN parapetos0.40Espesor Pared: ALCANTARILLA TIPO MARCO KM 33+690.60 DIMENSIONES: 3x3

Partida 601.ADescripcionEXCAVACION NO CLASIFICADA PARA ESTRUCTURASArea Perfil (m2)Ancho 1 (m)Ancho 2 (m)Ancho p/encofradoAncho total (m)Total ( m3 )A11.579.970.9010.8717.071.722.1A20.1910.133.800.907.871.492.73A39.843.800.904.7046.25A46.3810.133.800.907.8750.18A511.929.970.9010.87129.57

244.56% Desperdicio (0 % )0.00Volumen Total244.56601.A

Partida 603.ADescripcionLIMPIEZA DE CAUCE Y ENCAUZAMIENTOLongitudA1EspesorTotal ( m3 )Ingreso58.970.313.455Salida58.970.313.455

26.91% Desperdicio (0 % )0.00Volumen Total26.91603.A

Partida 605.ADescripcionRELLENO PARA ESTRUCTURASArea Perfil (m2)Ancho exterior marco (m)Ancho p/encofrado (m)Ancho total (m)Total ( m3 )Relleno sobre cuerpoR10.003.800.904.700.00Relleno lateralR236.620.900.9032.96

32.96% Desperdicio (0 % )0.00Volumen Total32.96605.A

Partida 610.IDescripcionSOLADO: CONCRETO CLASE I 9.8 MPa (100 Kg/cm2)Longitud (m)Ancho 1 (m)Ancho 2 (m)Ancho Total (m)Espesor solado (m)Total ( m3 )Marco 10.243.803.800.0752.92Cabezal Ingreso3.009.003.806.400.0751.440.000.00Cabezal Salida3.009.003.806.400.0751.440.000.005.80% Desperdicio (0 % )0.00Volumen Total5.80610.I

Partida 610.DDescripcionCONCRETO CABEZALES: CONCRETO CLASE D 20.6 MPa (210 Kg/cm2)Altura 1 (m)Altura 2 (m)Espesor (m)Longitud Prom (m)CantidadTotal ( m3 )Ingreso:Alas 2.403.900.304.372.008.268.74Parapeto superior0.500.000.403.801.000.763.8Marco de cabezal3.400.000.403.802.0010.3367.6Chaflan de marco0.100.400.104.000.0160.4- seccion de marco3.000.000.403.001.00-3.6003Cimiento10.139.000.400.531.002.030.539.003.000.403.001.007.203Ua de cimiento1.000.409.101.003.649.1

Salida:Alas2.403.900.304.372.008.26Parapeto superior0.500.000.403.801.000.76Marco de cabezal3.400.000.403.802.0010.336Chaflan de marco0.100.400.104.000.016- seccion de marco3.000.000.403.001.00-3.600Cimiento10.139.000.400.531.002.039.003.000.403.001.007.20Ua de cimiento1.000.409.101.003.64057.28% Desperdicio (0 % )0.00Volumen Total57.28610.D

Partida 610.CDescripcionCONCRETO MARCO: CONCRETO CLASE C 27.4 MPa (280 Kg/cm2)Altura (m)Ancho (m)Longitud (m)CantidadTotal ( m3 )Marco 3.403.809.641.00124.549Chaflan de marco0.100.109.644.000.193- seccion de marco3.003.009.641.00-86.760

37.98% Desperdicio (0 % )0.00Volumen Total37.98610.C

Partida 612.ADescripcionENCOFRADO Y DESENCOFRADOAltura 1 (m)Altura 2 (m)Ancho 1 (m)Largo 1 (m)CantidadTotal ( m2 )Marco:Laterales externos3.8000.0010.242.0077.824Laterales internos3.0000.0010.242.0061.440Techo de losa3.0000.0010.241.0030.720Tapas horizontales0.0000.403.802.003.040Tapas verticales3.800.000.400.002.003.040

Cabezal ingreso:Pared interno de alas3.902.400.004.242.0026.712Pared externo de alas3.902.400.004.372.0027.531Lateral de alas2.4000.300.002.001.440Parapeto interno de alas0.400.003.000.001.001.200Parapeto externo de alas0.800.003.000.001.002.400Techo de parapeto0.000.000.303.801.001.140Laterales de cimentacion0.400.000.004.482.003.5840.400.000.000.802.000.6400.400.000.009.001.003.6000.000.000.000.000Cabezal salida:Pared interno de alas3.902.400.004.242.0026.712Pared externo de alas3.902.400.004.372.0027.531Lateral de alas2.4000.300.002.001.440Parapeto interno de alas0.400.003.000.001.001.200Parapeto externo de alas0.800.003.000.001.002.400Techo de parapeto0.000.000.303.801.001.140Laterales de cimentacion0.400.000.004.482.003.5840.400.000.000.802.000.6400.400.000.009.001.003.600312.56% Desperdicio (0 % )0.00Volumen Total312.56612.A

Partida 615DescripcionACERO DE REFUERZO Fy= 4200 kg/cm2LongitudLong. GanchoCant. GanchoCantidadRepeticionPeso (Kg/ml)Total (kg)3x310.24Longitud marco CON/ parapetoganchos 90ganchos 135Peso (kg)DIMENSIONES1x11.5x11.5x1.52x12.5x12x2CANTIDADES MARCO:1x11.5x11.5x1.52x12.5x12x2TIPO DE ACERO MARCO:1x11.5x11.5x1.52x12.5x12x2LONGITUD DE ACERO MARCO:1x11.5x11.5x1.52x12.5x12x2CANT. UN ALA/cimiento:1x11.5x11.5x1.52x12.5x12x2T. ACERO UN ALA/cimiento:1x11.5x11.5x1.52x12.5x12x2LONG. ACERO UN ALA/cimiento:1x11.5x11.5x1.52x12.5x12x2CANT UN ALA/pared:1x11.5x11.5x1.52x12.5x12x2TIPO ACERO UN ALA/pared:1x11.5x11.5x1.52x12.5x12x2LONG. ACERO UN ALA/pared:1x11.5x11.5x1.52x12.5x12x2CANT PARAPETO:1x11.5x11.5x1.52x12.5x12x2TIPO ACERO PARAPETO:1x11.5x11.5x1.52x12.5x12x2LONG. ACERO PARAPETO:1x11.5x11.5x1.52x12.5x12x2CANT UA:1x11.5x11.5x1.52x12.5x12x2TIPO ACERO UA:1x11.5x11.5x1.52x12.5x12x2LONG. ACERO UA:1x11.5x11.5x1.52x12.5x12x2ERROR:#N/AAncho Exterior Total :3/8"0.150.10.58Ancho Exterior Total :1.5222.63.12.6L1@0.17557@0.15066@0.15066@0.20050@0.15066@0.20050L11/2"1/2"1/2"5/8"5/8"5/8"L1ERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AC11199151522C11/2"1/2"1/2"1/2"1/2"1/2"C10.990.991.041.151.151.24M1 prom.999121229M1 prom.1/2"1/2"1/2"1/2"1/2"1/2"M1 prom.1.41.41.651.51.512.09P1 Prom.666666P1 Prom.3/8"3/8"3/8"3/8"3/8"3/8"P1 Prom.1.0851.5851.6552.042.532.105U1101010121212U13/8"3/8"3/8"3/8"3/8"3/8"U144.54.55.976.478ERROR:#N/AAlto Exterior Total:1/2"0.20.131.02Alto Exterior Total:1.51.521.61.62.6L2@0.20050@0.20050@0.20050@0.17557@0.15066@0.15066L21/2"1/2"1/2"1/2"1/2"1/2"L2ERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AC21199151522C21/2"1/2"1/2"1/2"1/2"1/2"C20.990.991.041.151.151.24M2 prom.14149191921M2 prom.3/8"3/8"1/2"3/8"3/8"1/2"M2 prom.1.411.411.651.471.482.06P2ERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AP23/8"3/8"3/8"3/8"3/8"3/8"P21.281.281.281.481.481.48U2182020263238U23/8"3/8"3/8"3/8"3/8"3/8"U22.682.682.682.882.882.88ERROR:#N/AEspesor losa:5/8"0.250.161.55Espesor losa:0.250.250.250.30.30.3L3@0.150ERROR:#N/A@0.150ERROR:#N/A@0.150ERROR:#N/A@0.150ERROR:#N/A@0.150ERROR:#N/A@0.150ERROR:#N/AL33/8"3/8"3/8"3/8"3/8"3/8"L310.1410.1410.1410.1410.1410.14C3666666C33/8"3/8"3/8"3/8"3/8"3/8"C32.12.12.12.922.924.34M3 Interno Central555558M3 Interno Central3/8"3/8"3/8"3/8"3/8"3/8"M3 Interno Central2.652.652.63.383.384.79ERROR:#N/AEspesor Pared: 3/4"0.30.22.24Espesor Pared: 0.250.250.250.30.30.3M1@0.20050@0.20050@0.20050@0.17557@0.15066@0.15066M11/2"1/2"1/2"1/2"1/2"1/2"M1ERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AC4 Prom. Horizontal9997914C4 Prom. Horizontal3/8"3/8"3/8"1/2"1/2"1/2"C4 Prom. Horizontal3.33.83.84.85.25.9M3 Interno Superior Prom.113117M3 Interno Superior Prom.3/8"3/8"3/8"3/8"3/8"3/8"M3 Interno Superior Prom.2.312.312.042.962.953.179.64Longitud marco SIN/ parapetoM2@0.20050@0.20050@0.20050@0.17557@0.15066@0.15066M21/2"1/2"1/2"1/2"1/2"1/2"M2ERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AC4 Vertical Central91212C4 Vertical Central3/8"3/8"3/8"C4 Vertical Central2.032.032.03M3 Interno Superior Extremo111111M3 Interno Superior Externo3/8"3/8"3/8"3/8"3/8"3/8"M3 Interno Superior Externo0.990.991.232.012.010.8M3@0.200ERROR:#N/A@0.200ERROR:#N/A@0.200ERROR:#N/A@0.200ERROR:#N/A@0.200ERROR:#N/A@0.200ERROR:#N/AM33/8"3/8"3/8"3/8"3/8"3/8"M310.1410.1410.1410.1410.1410.14C4 Vertical Prom. Extremo999C4 Vertical Prom. Extremo3/8"3/8"3/8"C4 Vertical Prom. Extremo1.071.071.07M3 Externo Central555558M3 Externo Central3/8"3/8"3/8"3/8"3/8"3/8"M3 Externo Central2.772.772.773.513.534.94Z1@0.20050@0.20050@0.20050@0.17557@0.15066@0.15066Z11/2"1/2"1/2"1/2"1/2"1/2"Z1ERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AC5 Vertical Central101210C5 Vertical Central1/2"1/2"1/2"C5 Vertical Central2.532.533.52M3 Externo Superior Prom.113117M3 Externo Superior Prom.3/8"3/8"3/8"3/8"3/8"3/8"M3 Externo Superior Prom.2.432.432.23.083.13.32Z2@0.20050@0.20050@0.20050@0.17557@0.15066@0.15066Z21/2"1/2"1/2"1/2"1/2"1/2"Z2ERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AC5 Vertical Prom. Extremo7711C5 Vertical Prom. Extremo1/2"1/2"1/2"C5 Vertical Prom. Extremo1.31.31.8M3 Externo Superior Extremo111111M3 Externo Superior Externo3/8"3/8"3/8"3/8"3/8"3/8"M3 Externo Superior Externo0.910.911.42.142.160.7Z3@0.200ERROR:#N/A@0.200ERROR:#N/A@0.200ERROR:#N/A@0.200ERROR:#N/A@0.200ERROR:#N/A@0.200ERROR:#N/AZ33/8"3/8"3/8"3/8"3/8"3/8"Z310.1410.1410.1410.1410.1410.14M4 Interno111111M4 Interno3/8"3/8"3/8"3/8"3/8"3/8"M4 Interno2.172.172.292.92.894.47M4 Externo111111M4 Externo3/8"3/8"3/8"3/8"3/8"3/8"M4 Externo2.092.092.262.772.794.36Cuerpo:

Losa de Marco:L13.750.2525/8"5111.55335.963L23.750.2525/8"6811.55447.95L310.140.1521/2"2121.02447.25

Paredes de Marco:M13.750.2525/8"6821.55895.90M23.750.2525/8"6821.55895.90M310.140.1521/2"1641.02681.52

Cimiento de Marco:Z13.750.2525/8"6811.55447.95Z23.750.2525/8"6811.55447.95Z310.140.1521/2"1641.02681.52

Cabezal ingreso:

Cimentacion de ala:C11.250.2515/8"2221.55102.30C21.260.2515/8"2221.55102.98C34.380.1521/2"621.0257.28C4 Prom. Horizontal2.900.1525/8"1021.5599.20C4 Vertical Central0.000200200.00C4 Vertical Prom. Extremo0.00020200.00C5 Vertical Central3.550.2525/8"1021.55125.55C5 Vertical Prom. Extremo1.800.225/8"1121.5575.02

Pared de ala:M1 prom.3.150.1525/8"2821.55299.46M2 prom.3.150.1525/8"2121.55224.60M3 Interno Central4.140.1521/2"1521.02135.86M3 Interno Superior Prom.3.170.1513/8"720.5826.96M3 Interno Superior Extremo0.800.1513/8"120.581.10M3 Externo Central4.370.1521/2"1521.02142.90M3 Externo Superior Prom.3.320.1513/8"720.5828.18M3 Externo Superior Extremo0.700.1513/8"120.580.99M4 Interno4.240.1521/2"2111.0297.25M4 Externo4.270.1521/2"2111.0297.89

Parapeto de Cabezal:3.5P1 Prom.3.800.1521/2"811.0233.46P22.24001/2"1911.0243.41

Ua de Cabezal:U19.000.1521/2"1211.02113.83U24.22001/2"3611.02154.96

Cabezal salida:

Cimentacion de ala:C11.250.2515/8"2221.55102.30C21.260.2515/8"2221.55102.98C34.380.1521/2"621.0257.28C4 Prom. Horizontal2.900.1525/8"1021.5599.20C4 Vertical Central0.000200200.00C4 Vertical Prom. Extremo0.00020200.00C5 Vertical Central3.550.2525/8"1021.55125.55C5 Vertical Prom. Extremo1.800.225/8"1121.5575.02

Pared de ala:M1 prom.3.150.1525/8"2821.55299.46M2 prom.3.150.1525/8"2121.55224.60M3 Interno Central4.140.1521/2"1521.02135.86M3 Interno Superior Prom.3.170.1513/8"720.5826.96M3 Interno Superior Extremo0.800.1513/8"120.581.10M3 Externo Central4.370.1521/2"1521.02142.90M3 Externo Superior Prom.3.320.1513/8"720.5828.18M3 Externo Superior Extremo0.700.1513/8"120.580.99M4 Interno4.240.1521/2"2111.0297.25M4 Externo4.270.1521/2"2111.0297.89

Parapeto de Cabezal:P1 Prom.3.800.1521/2"811.0233.46P22.24001/2"1911.0243.41

Ua de Cabezal:U19.000.1521/2"1211.02113.83U24.22001/2"3611.02154.96

3/8"(kg)114.45

Peso Total 3/8"(kg)114.45Varillas 3/8"22.001/2"(kg)3563.989208.25

Peso Total 1/2"(kg)3563.98Varillas 1/2"389.005/8"(kg)5529.83

Peso Total 5/8"(kg)5529.83Varillas 5/8"397.00Peso Total(kg)9208.25615

Partida 640.ADescripcionEMBOQUILLADO DE PIEDRA e=20cmLongitudAnchoTotal ( m2 )Ingreso9.749.9797.112.16Salida8.509.9784.753.095181.85% Desperdicio (0 % )0.00Area total181.85640.A

Partida 606.ADescripcionMATERIAL DE CANTERA PARA RELLENOSArea Perfil (m2)Ancho exterior marco (m)Ancho p/encofrado (m)Ancho total (m)Total ( m3 )Relleno sobre cuerpoR10.003.800.904.700.00Relleno lateralR236.620.900.9032.96

32.96% Desperdicio (0 % )0.00Volumen Total32.96606.A

PARTIDAALCANTARILLA TIPO MARCO KM 33+690.60 DIMENSIONES: 3x3DescripcionUndMETRADO601.AEXCAVACIN NO CLASIFICADA PARA ESTRUCTURASM3244.56603.ALIMPIEZA DE CAUCE Y ENCAUZAMIENTOSM326.91605.ARELLENOS PARA ESTRUCTURASM332.96610.ICONCRETO CLASE I (f'c = 100Kg/cm2)M35.80610.DCONCRETO CLASE D (f'c = 210Kg/cm2)M357.28610.CCONCRETO CLASE C (f'c = 280Kg/cm2)M337.98612.AENCOFRADO Y DESENCOFRADOM2312.56615ACERO DE REFUERZO Fy = 4,200 Kg/cm2KG9208.25640.AEMBOQUILLADO DE PIEDRA e=0.20mM2181.85606.AMATERIAL DE CANTERA PARA RELLENOSM332.96

34+424MINISTERIO DE TRANSPORTE Y COMUNICACIONES - PROVIAS NACIONALOBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA LIMA - CANTA - LA VIUDAD - UNISHTRAMO: LIMA - CANTA34+424ubicacin3.80Ancho Exterior Total :CONTRATISTA: CONSORCIO VIAL SANTA ROSA3x3tipo3.80Alto Exterior Total:SUPERVISOR: HOB CONSULTORES S.A.17.94longitud de marco CON parapetos0.40Espesor losa:17.29longitud de marco SIN parapetos0.40Espesor Pared: ALCANTARILLA TIPO MARCO KM 34+424 DIMENSIONES: 3x3

Partida 601.ADescripcionEXCAVACION NO CLASIFICADA PARA ESTRUCTURASArea Perfil (m2)Ancho 1 (m)Ancho 2 (m)Ancho p/encofradoAncho total (m)Total ( m3 )A111.150.9012.050.001.722.1A212.023.800.908.810.002.73A31.373.800.904.706.44A45.4812.023.800.908.8148.28A58.4711.1511.1594.44

149.16% Desperdicio (0 % )0.00Volumen Total149.16601.A

Partida 603.ADescripcionLIMPIEZA DE CAUCE Y ENCAUZAMIENTOLongitudA1EspesorTotal ( m3 )Ingreso550.730.376.095Salida550.730.376.095

152.19% Desperdicio (0 % )0.00Volumen Total152.19603.A

Partida 605.ADescripcionRELLENO PARA ESTRUCTURASArea Perfil (m2)Ancho exterior marco (m)Ancho p/encofrado (m)Ancho total (m)Total ( m3 )Relleno sobre cuerpoR150.223.800.904.70236.03Relleno lateralR270.850.900.9063.77

299.80% Desperdicio (0 % )0.00Volumen Total299.80605.A

Partida 610.IDescripcionSOLADO: CONCRETO CLASE I 9.8 MPa (100 Kg/cm2)Longitud (m)Ancho 1 (m)Ancho 2 (m)Ancho Total (m)Espesor solado (m)Total ( m3 )Marco 17.943.803.800.0755.11Cabezal Ingreso5.0012.023.807.910.0752.971.680.840.0750.00Cabezal Salida5.0012.023.807.910.0752.971.680.840.0750.0011.05% Desperdicio (0 % )0.00Volumen Total11.05610.I?????okokokokokPartida 610.D1okokokokokokDescripcionCONCRETO CABEZALES: CONCRETO CLASE D 20.6 MPa (210 Kg/cm2)21x11.5x11.5x1.52x13x32x21x11.5x11.5x1.52x13x32x21x11.5x11.5x1.52x13x32x21x11.5x11.5x1.52x13x32x21x11.5x11.5x1.52x13x32x21x11.5x11.5x1.52x13x32x2Altura 1 (m)Altura 2 (m)Espesor (m)Longitud Prom (m)CantidadTotal ( m3 )3Altura 1 (m)Altura 1 (m)Altura 1 (m)Altura 1 (m)Altura 1 (m)Altura 1 (m)Altura 2 (m)Altura 2 (m)Altura 2 (m)Altura 2 (m)Altura 2 (m)Altura 2 (m)Espesor (m)Espesor (m)Espesor (m)Espesor (m)Espesor (m)Espesor (m)Longitud Prom (m)Longitud Prom (m)Longitud Prom (m)Longitud Prom (m)Longitud Prom (m)Longitud Prom (m)CantidadCantidadCantidadCantidadCantidadCantidadTotal ( m3 )Total ( m3 )Total ( m3 )Total ( m3 )Total ( m3 )Total ( m3 )Ingreso:Alas 2.403.900.302.934.0011.0811.7241.001.001.001.002.401.203.901.552.051.603.902.600.200.200.250.200.300.252.202.202.202.932.934.332.002.002.002.004.002.002.161.121.681.5211.084.11Parapeto superior0.500.000.302.532.000.765.0650.300.300.300.300.500.300.200.200.200.250.300.251.091.591.662.042.532.111.001.001.001.002.001.000.070.100.100.150.760.16Marco de cabezal3.800.000.303.802.008.6647.661.251.251.751.303.802.300.200.200.200.250.300.251.502.002.002.603.802.601.001.001.001.002.001.000.3750.5000.7000.8458.6641.495Chaflan de marco0.100.000.300.108.000.0120.870.100.100.100.100.100.100.200.200.200.250.300.250.100.100.100.100.100.104.004.004.004.008.004.000.0040.0040.0040.0050.0120.005- seccion de marco3.000.000.253.002.00-4.500681.001.001.501.003.002.000.200.200.200.250.250.251.001.501.502.003.002.001.001.001.001.002.001.00-0.200-0.300-0.450-0.500-4.500-1.000Cimiento11.1512.020.400.502.004.63194.104.604.606.0711.158.1012.025.595.667.0612.029.160.250.250.250.300.400.300.490.490.530.490.500.531.001.001.001.002.001.000.990.620.680.974.631.3712.023.800.403.802.0024.057.6105.095.595.667.0612.029.163.802.002.002.603.802.600.250.250.250.300.400.301.791.791.832.193.803.281.001.001.001.002.001.001.991.701.753.1724.055.79Ua de cimiento1.000.000.4011.052.008.8422.1110.600.600.600.551.000.550.200.200.200.300.400.304.104.604.606.0711.058.101.001.001.001.002.001.000.490.550.551.008.841.340.000.000.000.000.0012Salida:Alas2.403.900.302.934.0011.08131.001.001.001.002.401.203.901.552.051.603.902.600.200.200.250.200.300.252.202.202.202.932.934.332.002.002.002.004.002.002.161.121.681.5211.084.11Parapeto superior0.500.000.302.532.000.76140.300.300.300.300.500.300.000.000.000.000.000.000.200.200.200.250.300.251.091.591.662.042.532.111.001.001.001.002.001.000.070.100.100.150.760.16Marco de cabezal3.800.000.303.802.008.664151.251.251.751.303.802.300.000.000.000.000.000.000.200.200.200.250.300.251.502.002.002.603.802.601.001.001.001.002.001.000.3750.5000.7000.8458.6641.495Chaflan de marco0.100.000.300.108.000.012160.100.100.100.100.100.100.000.000.000.000.000.000.200.200.200.250.300.250.100.100.100.100.100.104.004.004.004.008.004.000.0040.0040.0040.0050.0120.005- seccion de marco3.000.000.253.002.00-4.500171.001.001.501.003.002.000.000.000.000.000.000.000.200.200.200.250.250.251.001.501.502.003.002.001.001.001.001.002.001.00-0.200-0.300-0.450-0.500-4.500-1.000Cimiento11.1512.020.400.502.004.63184.104.604.606.0711.158.1012.025.595.667.0612.029.160.250.250.250.300.400.300.490.490.530.490.500.531.001.001.001.002.001.000.990.620.680.974.631.3712.023.800.403.802.0024.05195.095.595.667.0612.029.163.802.002.002.603.802.600.250.250.250.300.400.301.791.791.832.193.803.281.001.001.001.002.001.001.991.701.753.1724.055.79Ua de cimiento1.000.000.4011.052.008.84200.600.600.600.551.000.550.000.000.000.000.000.000.200.200.200.300.400.304.104.604.606.0711.058.101.001.001.001.002.001.000.490.550.551.008.841.340107.06% Desperdicio (0 % )0.00Volumen Total107.06610.D

Partida 610.CDescripcionCONCRETO MARCO: CONCRETO CLASE C 27.4 MPa (280 Kg/cm2)Altura (m)Ancho (m)Longitud (m)CantidadTotal ( m3 )Marco 3.803.8017.291.00249.668Chaflan de marco0.100.1017.294.000.346- seccion de marco3.003.0017.291.00-155.610

94.40% Desperdicio (0 % )0.00Volumen Total94.40610.C

Partida 612.A1okokokokokokDescripcionENCOFRADO Y DESENCOFRADO21x11.5x11.5x1.52x13x32x21x11.5x11.5x1.52x13x32x21x11.5x11.5x1.52x13x32x21x11.5x11.5x1.52x13x32x21x11.5x11.5x1.52x13x32x21x11.5x11.5x1.52x13x32x2Altura 1 (m)Altura 2 (m)Ancho 1 (m)Largo 1 (m)CantidadTotal ( m3 )3Altura 1 (m)Altura 2 (m)Ancho 1 (m)Largo 1 (m)CantidadTotal ( m3 )Marco:4Laterales externos3.8000.0017.942.00136.34451.501.502.001.603.802.6017.9417.9417.9417.9417.9417.942.002.002.002.002.002.0053.8253.8271.7657.41136.3493.29Laterales internos3.0000.0017.942.00107.64061.001.001.501.003.002.0017.9417.9417.9417.9417.9417.942.002.002.002.002.002.0035.8835.8853.8235.88107.6471.76Techo de losa3.0000.0017.941.0053.82071.001.501.502.003.002.0017.9417.9417.9417.9417.9417.941.001.001.001.001.001.0017.9426.9126.9135.8853.8235.88Tapas horizontales0.4003.800.002.000.00080.400.250.250.250.303.800.301.502.002.002.602.602.002.002.002.002.002.000.751.001.001.560.001.56Tapas verticales3.000.000.400.002.002.40091.001.001.501.003.002.000.250.250.250.300.400.302.002.002.002.002.002.000.500.500.750.602.401.200.000.000.000.000.0010Cabezal ingreso:0.000.000.000.000.0011Pared interno de alas2.403.900.006.002.0037.800121.001.001.001.002.401.201.551.552.051.603.902.602.242.242.243.006.004.382.002.002.002.002.002.005.715.716.837.8037.8016.64Pared externo de alas2.403.900.006.752.0042.525131.001.001.001.002.401.201.551.552.051.603.902.602.162.162.162.856.754.282.002.002.002.002.002.005.515.516.597.4142.5316.26Lateral de alas2.4000.2602.001.248141.001.001.001.002.401.200.200.200.250.200.260.252.002.002.002.002.002.000.400.400.500.401.250.60Parapeto interno de alas0.500.003.800.001.001.900150.300.300.300.300.500.301.171.671.812.083.802.211.001.001.001.001.001.000.350.500.540.621.900.66Parapeto externo de alas0.900.003.800.001.003.420160.550.550.550.600.900.601.001.501.502.003.802.001.001.001.001.001.001.000.550.830.831.203.421.20Techo de parapeto0.000.000.253.001.000.750170.200.200.200.250.250.251.001.501.502.003.002.001.001.001.001.001.001.000.200.300.300.500.750.50Laterales de cimentacion0.400.000.006.572.005.256180.250.250.250.300.400.302.542.542.593.126.574.642.002.002.002.002.002.001.271.271.301.875.262.780.400.000.000.802.000.640190.250.250.250.300.400.300.700.700.750.700.800.752.002.002.002.002.002.000.350.350.380.420.640.451.000.000.0011.051.0011.050200.250.250.250.301.000.304.104.604.606.0711.058.101.001.001.001.001.001.001.031.151.151.8211.052.430.000.000.000.00021Cabezal salida:0.000.000.000.000.0022Pared interno de alas2.403.900.006.002.0037.800231.001.001.001.002.401.201.551.552.051.603.902.602.242.242.243.006.004.382.002.002.002.002.002.005.715.716.837.8037.8016.64Pared externo de alas2.403.900.006.752.0042.525241.001.001.001.002.401.201.551.552.051.603.902.602.162.162.162.856.754.282.002.002.002.002.002.005.515.516.597.4142.5316.26Lateral de alas2.4000.2602.001.248251.001.001.001.002.401.200.200.200.250.200.260.250.002.002.002.002.002.002.000.400.400.500.401.250.60Parapeto interno de alas0.500.003.800.001.001.900260.300.300.300.300.500.301.171.671.812.083.802.210.001.001.001.001.001.001.000.350.500.540.621.900.66Parapeto externo de alas0.900.003.800.001.003.420270.550.550.550.600.900.601.001.501.502.003.802.000.001.001.001.001.001.001.000.550.830.831.203.421.20Techo de parapeto0.000.000.253.001.000.750280.000.200.200.200.250.250.251.001.501.502.003.002.001.001.001.001.001.001.000.200.300.300.500.750.50Laterales de cimentacion0.400.000.006.572.005.256290.250.250.250.300.400.302.542.542.593.126.574.642.002.002.002.002.002.001.271.271.301.875.262.780.400.000.000.802.000.640300.250.250.250.300.400.300.700.700.750.700.800.752.002.002.002.002.002.000.350.350.380.420.640.451.000.000.0011.051.0011.050310.250.250.250.301.000.304.104.604.606.0711.058.101.001.001.001.001.001.001.031.151.151.8211.052.43509.38% Desperdicio (0 % )0.00Volumen Total509.38612.A

Partida 615DescripcionACERO DE REFUERZO Fy= 4200 kg/cm2LongitudLong. GanchoCant. GanchoCantidadRepeticionPeso (Kg/ml)Total (kg)okok?????3x317.94Longitud marco CON/ parapetoganchos 90ganchos 135Peso (kg)DIMENSIONES1x11.5x11.5x1.52x13x32x2CANTIDADES MARCO:1x11.5x11.5x1.52x13x32x2TIPO DE ACERO MARCO:1x11.5x11.5x1.52x13x32x2LONGITUD DE ACERO MARCO:1x11.5x11.5x1.52x13x32x2CANT. UN ALA/cimiento:1x11.5x11.5x1.52x13x32x2T. ACERO UN ALA/cimiento:1x11.5x11.5x1.52x13x32x2LONG. ACERO UN ALA/cimiento:1x11.5x11.5x1.52x13x32x2CANT UN ALA/pared:1x11.5x11.5x1.52x13x32x2TIPO ACERO UN ALA/pared:1x11.5x11.5x1.52x13x32x2LONG. ACERO UN ALA/pared:1x11.5x11.5x1.52x13x32x2CANT PARAPETO:1x11.5x11.5x1.52x13x32x2TIPO ACERO PARAPETO:1x11.5x11.5x1.52x13x32x2LONG. ACERO PARAPETO:1x11.5x11.5x1.52x13x32x2CANT UA:1x11.5x11.5x1.52x13x32x2TIPO ACERO UA:1x11.5x11.5x1.52x13x32x2LONG. ACERO UA:1x11.5x11.5x1.52x13x32x23.80Ancho Exterior Total :3/8"0.150.10.58Ancho Exterior Total :1.5222.63.12.6L1@0.175100@0.150117@0.150117@0.20088@0.150117@0.20088L11/2"1/2"1/2"5/8"5/8"5/8"L13.703.703.703.703.703.70C11199151522C11/2"1/2"1/2"1/2"1/2"1/2"C10.990.991.041.151.151.24M1 prom.999121229M1 prom.1/2"1/2"1/2"1/2"1/2"1/2"M1 prom.1.41.41.651.51.512.09P1 Prom.666666P1 Prom.3/8"3/8"3/8"3/8"3/8"3/8"P1 Prom.1.0851.5851.6552.042.532.105U1101010121212U13/8"3/8"3/8"3/8"3/8"3/8"U144.54.55.976.4783.80Alto Exterior Total:1/2"0.20.131.02Alto Exterior Total:1.51.521.61.62.6L2@0.20088@0.20088@0.20088@0.175100@0.150117@0.150117L21/2"1/2"1/2"1/2"1/2"1/2"L23.703.703.703.703.703.70C21199151522C21/2"1/2"1/2"1/2"1/2"1/2"C20.990.991.041.151.151.24M2 prom.14149191921M2 prom.3/8"3/8"1/2"3/8"3/8"1/2"M2 prom.1.411.411.651.471.482.06P2161616161616P23/8"3/8"3/8"3/8"3/8"3/8"P21.281.281.281.481.481.48U2182020263238U23/8"3/8"3/8"3/8"3/8"3/8"U22.682.682.682.882.882.880.40Espesor losa:5/8"0.250.161.55Espesor losa:0.250.250.250.30.30.3L3@0.15021@0.15021@0.15021@0.15021@0.15021@0.15021L33/8"3/8"3/8"3/8"3/8"3/8"L317.8417.8417.8417.8417.8417.84C3666666C33/8"3/8"3/8"3/8"3/8"3/8"C32.12.12.12.922.924.34M3 Interno Central555558M3 Interno Central3/8"3/8"3/8"3/8"3/8"3/8"M3 Interno Central2.652.652.63.383.384.790.40Espesor Pared: 3/4"0.30.22.24Espesor Pared: 0.250.250.250.30.30.3M1@0.20088@0.20088@0.20088@0.175100@0.150117@0.150117M11/2"1/2"1/2"1/2"1/2"1/2"M13.703.703.703.703.703.70C4 Prom. Horizontal9997914C4 Prom. Horizontal3/8"3/8"3/8"1/2"1/2"1/2"C4 Prom. Horizontal3.33.83.84.85.25.9M3 Interno Superior Prom.113117M3 Interno Superior Prom.3/8"3/8"3/8"3/8"3/8"3/8"M3 Interno Superior Prom.2.312.312.042.962.953.1717.29Longitud marco SIN/ parapetoM2@0.20088@0.20088@0.20088@0.175100@0.150117@0.150117M21/2"1/2"1/2"1/2"1/2"1/2"M23.703.703.703.703.703.70C4 Vertical Central91212C4 Vertical Central3/8"3/8"3/8"C4 Vertical Central2.032.032.03M3 Interno Superior Extremo111111M3 Interno Superior Externo3/8"3/8"3/8"3/8"3/8"3/8"M3 Interno Superior Externo0.990.991.232.012.010.8M3@0.20016@0.20016@0.20016@0.20016@0.20016@0.20016M33/8"3/8"3/8"3/8"3/8"3/8"M317.8417.8417.8417.8417.8417.84C4 Vertical Prom. Extremo999C4 Vertical Prom. Extremo3/8"3/8"3/8"C4 Vertical Prom. Extremo1.071.071.07M3 Externo Central555558M3 Externo Central3/8"3/8"3/8"3/8"3/8"3/8"M3 Externo Central2.772.772.773.513.534.94Z1@0.20088@0.20088@0.20088@0.175100@0.150117@0.150117Z11/2"1/2"1/2"1/2"1/2"1/2"Z13.703.703.703.703.703.70C5 Vertical Central101210C5 Vertical Central1/2"1/2"1/2"C5 Vertical Central2.532.533.52M3 Externo Superior Prom.113117M3 Externo Superior Prom.3/8"3/8"3/8"3/8"3/8"3/8"M3 Externo Superior Prom.2.432.432.23.083.13.32Z2@0.20088@0.20088@0.20088@0.175100@0.150117@0.150117Z21/2"1/2"1/2"1/2"1/2"1/2"Z23.703.703.703.703.703.70C5 Vertical Prom. Extremo7711C5 Vertical Prom. Extremo1/2"1/2"1/2"C5 Vertical Prom. Extremo1.31.31.8M3 Externo Superior Extremo111111M3 Externo Superior Externo3/8"3/8"3/8"3/8"3/8"3/8"M3 Externo Superior Externo0.910.911.42.142.160.7Z3@0.20016@0.20016@0.20016@0.20016@0.20016@0.20016Z33/8"3/8"3/8"3/8"3/8"3/8"Z317.8417.8417.8417.8417.8417.84M4 Interno111111M4 Interno3/8"3/8"3/8"3/8"3/8"3/8"M4 Interno2.172.172.292.92.894.47M4 Externo111111M4 Externo3/8"3/8"3/8"3/8"3/8"3/8"M4 Externo2.092.092.262.772.794.36Cuerpo:

Losa de Marco:L13.700.2525/8"11711.55761.673L23.700.2525/8"11711.55761.67L317.840.1521/2"2121.02777.12

Paredes de Marco:M13.700.2525/8"11721.551523.34M23.700.2525/8"11721.551523.34M317.840.1521/2"1641.021184.18

Cimiento de Marco:Z13.700.2525/8"11711.55761.67Z23.700.2525/8"11711.55761.67Z317.840.1521/2"1641.021184.18

Cabezal ingreso:

Cimentacion de ala:C11.150.2515/8"2221.5595.48C21.150.2515/8"2221.5595.48C32.920.1521/2"621.0239.41C4 Prom. Horizontal5.200.1525/8"1021.55170.50C4 Vertical Central0.000200200.00C4 Vertical Prom. Extremo0.00020200.00C5 Vertical Central2.530.2525/8"1021.5593.93C5 Vertical Prom. Extremo1.300.225/8"1121.5557.97

Pared de ala:M1 prom.1.510.1525/8"2821.55157.11M2 prom.1.480.1525/8"2121.55115.88M3 Interno Central3.380.1521/2"1521.02112.61M3 Interno Superior Prom.2.950.1513/8"720.5825.17M3 Interno Superior Extremo2.010.1513/8"120.582.51M3 Externo Central3.530.1521/2"1521.02117.20M3 Externo Superior Prom.3.100.1513/8"720.5826.39M3 Externo Superior Extremo2.160.1513/8"120.582.68M4 Interno2.890.1521/2"2111.0268.33M4 Externo2.790.1521/2"2111.0266.19

Parapeto de Cabezal:3.5P1 Prom.2.530.1521/2"811.0223.09P21.48001/2"1911.0228.68

Ua de Cabezal:U16.470.1521/2"1211.0282.86U22.88001/2"3611.02105.75

Cabezal salida:

Cimentacion de ala:C11.150.2515/8"2221.5595.48C21.150.2515/8"2221.5595.48C32.920.1521/2"621.0239.41C4 Prom. Horizontal5.200.1525/8"1021.55170.50C4 Vertical Central0.000200200.00C4 Vertical Prom. Extremo0.00020200.00C5 Vertical Central2.530.2525/8"1021.5593.93C5 Vertical Prom. Extremo1.300.225/8"1121.5557.97

Pared de ala:M1 prom.1.510.1525/8"2821.55157.11M2 prom.1.480.1525/8"2121.55115.88M3 Interno Central3.380.1521/2"1521.02112.61M3 Interno Superior Prom.2.950.1513/8"720.5825.17M3 Interno Superior Extremo2.010.1513/8"120.582.51M3 Externo Central3.530.1521/2"1521.02117.20M3 Externo Superior Prom.3.100.1513/8"720.5826.39M3 Externo Superior Extremo2.160.1513/8"120.582.68M4 Interno2.890.1521/2"2111.0268.33M4 Externo2.790.1521/2"2111.0266.19

Parapeto de Cabezal:P1 Prom.2.530.1521/2"811.0223.09P21.48001/2"1911.0228.68

Ua de Cabezal:U16.470.1521/2"1211.0282.86U22.88001/2"3611.02105.75

3/8"(kg)113.49

Peso Total 3/8"(kg)113.49Varillas 3/8"22.001/2"(kg)4433.7412213.28

Peso Total 1/2"(kg)4433.74Varillas 1/2"483.005/8"(kg)7666.05

Peso Total 5/8"(kg)7666.05Varillas 5/8"550.00Peso Total(kg)12213.28615

Partida 640.ADescripcionEMBOQUILLADO DE PIEDRA e=20cmLongitudAnchoTotal ( m2 )Ingreso7.7411.1586.302.16Salida13.0111.15145.063.095231.36% Desperdicio (0 % )0.00Area total231.36640.A

Partida 606.ADescripcionMATERIAL DE CANTERA PARA RELLENOSArea Perfil (m2)Ancho exterior marco (m)Ancho p/encofrado (m)Ancho total (m)Total ( m3 )Relleno sobre cuerpoR150.223.800.904.70236.03Relleno lateralR270.850.900.9063.77

299.80% Desperdicio (0 % )0.00Metrado Total299.80606.A

PARTIDAALCANTARILLA TIPO MARCO KM 34+424 DIMENSIONES: 3x3DescripcionUndMETRADO601.AEXCAVACIN NO CLASIFICADA PARA ESTRUCTURASM3149.16603.ALIMPIEZA DE CAUCE Y ENCAUZAMIENTOSM3152.19605.ARELLENOS PARA ESTRUCTURASM3299.80610.ICONCRETO CLASE I (f'c = 100Kg/cm2)M311.05610.DCONCRETO CLASE D (f'c = 210Kg/cm2)M3107.06610.CCONCRETO CLASE C (f'c = 280Kg/cm2)M394.40612.AENCOFRADO Y DESENCOFRADOM2509.38615ACERO DE REFUERZO Fy = 4,200 Kg/cm2KG12213.28640.AEMBOQUILLADO DE PIEDRA e=0.20mM2231.36606.AMATERIAL DE CANTERA PARA RELLENOSM3299.80

35+266MINISTERIO DE TRANSPORTE Y COMUNICACIONES - PROVIAS NACIONALOBRA: REHABILITACION Y MEJORAMIENTO DE LA CARRETERA LIMA - CANTA - LA VIUDAD - UNISHTRAMO: LIMA - CANTA35+266.27ubicacin1.50Ancho Exterior Total :CONTRATISTA: CONSORCIO VIAL SANTA ROSA1x1tipo1.50Alto Exterior Total:SUPERVISOR: HOB CONSULTORES S.A.14.18longitud de marco CON parapetos0.25Espesor losa:13.76longitud de marco SIN parapetos0.25Espesor Pared: ALCANTARILLA TIPO MARCO KM 35+266.27 DIMENSIONES: 1x1

Partida 601.ADescripcionEXCAVACION NO CLASIFICADA PARA ESTRUCTURASArea Perfil (m2)Ancho 1 (m)Ancho 2 (m)Ancho p/encofradoAncho total (m)Total ( m3 )A14.600.905.500.001.722.1A26.972.251.500.902.7819.342.73A331.712.250.903.1599.89A49.722.251.500.902.7826.97A54.604.600.00

146.20% Desperdicio (0 % )0.00Volumen Total146.20601.A

Partida 603.ADescripcionLIMPIEZA DE CAUCE Y ENCAUZAMIENTOLongitudA1EspesorTotal ( m3 )Ingreso04.60.30Salida04.60.30

0.00% Desperdicio (0 % )0.00Volumen Total0.00603.A

Partida 605.ADescripcionRELLENO PARA ESTRUCTURASArea Perfil (m2)Ancho exterior marco (m)Ancho p/encofrado (m)Ancho total (m)Total ( m3 )Relleno sobre cuerpoR18.831.500.902.4021.19Relleno lateralR227.460.900.9024.71

45.91% Desperdicio (0 % )0.00Volumen Total45.91605.A

Partida 610.IDescripcionSOLADO: CONCRETO CLASE I 9.8 MPa (100 Kg/cm2)Longitud (m)Ancho 1 (m)Ancho 2 (m)Ancho Total (m)Espesor solado (m)Total ( m3 )Marco 13.761.501.500.0751.55Cabezal Ingreso1.522.251.501.880.0750.214.602.300.0750.00Cabezal Salida1.502.251.501.880.0750.212.254.603.430.0750.001.97% Desperdicio (0 % )0.00Volumen Total1.97610.I

Partida 610.D1okokokokokokDescripcionCONCRETO CABEZALES: CONCRETO CLASE D 20.6 MPa (210 Kg/cm2)21x11.5x11.5x1.52x12.5x12x21x11.5x11.5x1.52x12.5x12x21x11.5x11.5x1.52x12.5x12x21x11.5x11.5x1.52x12.5x12x21x11.5x11.5x1.52x12.5x12x21x11.5x11.5x1.52x12.5x12x2Altura 1 (m)Altura 2 (m)Espesor (m)Longitud Prom (m)CantidadTotal ( m3 )3Altura 1 (m)Altura 1 (m)Altura 1 (m)Altura 1 (m)Altura 1 (m)Altura 1 (m)Altura 2 (m)Altura 2 (m)Altura 2 (m)Altura 2 (m)Altura 2 (m)Altura 2 (m)Espesor (m)Espesor (m)Espesor (m)Espesor (m)Espesor (m)Espesor (m)Longitud Prom (m)Longitud Prom (m)Longitud Prom (m)Longitud Prom (m)Longitud Prom (m)Longitud Prom (m)CantidadCantidadCantidadCantidadCantidadCantidadTotal ( m3 )Total ( m3 )Total ( m3 )Total ( m3 )Total ( m3 )Total ( m3 )Ingreso:Alas 1.001.550.202.202.001.124.441.001.001.001.001.001.201.551.552.051.601.602.600.200.200.250.200.200.252.202.202.202.932.934.332.002.002.002.002.002.001.121.121.681.521.524.11Parapeto superior0.300.000.201.091.000.071.08550.300.300.300.300.300.300.200.200.200.250.250.251.091.591.662.042.532.111.001.001.001.001.001.000.070.100.100.150.190.16Marco de cabezal1.250.000.201.501.000.3751.561.251.251.751.301.302.300.200.200.200.250.250.251.502.002.002.603.102.601.001.001.001.001.001.000.3750.5000.7000.8451.0081.495Chaflan de marco0.100.000.200.104.000.0040.470.100.100.100.100.100.100.200.200.200.250.250.250.100.100.100.100.100.104.004.004.004.004.004.000.0040.0040.0040.0050.0050.005- seccion de marco1.000.000.201.001.00-0.200181.001.001.501.001.002.000.200.200.200.250.250.251.001.501.502.002.502.001.001.001.001.001.001.00-0.200-0.300-0.450-0.500-0.625-1.000Cimiento4.105.090.250.491.000.560.4994.104.604.606.076.578.105.095.595.667.067.559.160.250.250.250.300.300.300.490.490.530.490.500.531.001.001.001.001.001.000.560.620.680.971.061.375.091.500.251.791.001.471.79105.095.595.667.067.559.161.502.002.002.603.102.600.250.250.250.300.300.301.791.791.832.192.193.281.001.001.001.001.001.001.471.701.753.173.505.79Ua de cimiento0.600.000.204.101.000.494.1110.600.600.600.550.550.550.200.200.200.300.300.304.104.604.606.076.578.101.001.001.001.001.001.000.490.550.551.001.081.340.000.000.000.000.0012Salida:Alas1.001.550.202.202.001.12131.001.001.001.001.001.201.551.552.051.601.602.600.200.200.250.200.200.252.202.202.202.932.934.332.002.002.002.002.002.001.121.121.681.521.524.11Parapeto superior0.300.000.201.091.000.07140.300.300.300.300.300.300.000.000.000.000.000.000.200.200.200.250.250.251.091.591.662.042.532.111.001.001.001.001.001.000.070.100.100.150.190.16Marco de cabezal1.250.000.201.501.000.375151.251.251.751.301.302.300.000.000.000.000.000.000.200.200.200.250.250.251.502.002.002.603.102.601.001.001.001.001.001.000.3750.5000.7000.8451.0081.495Chaflan de marco0.100.000.200.104.000.004160.100.100.100.100.100.100.000.000.000.000.000.000.200.200.200.250.250.250.100.100.100.100.100.104.004.004.004.004.004.000.0040.0040.0040.0050.0050.005- seccion de marco1.000.000.201.001.00-0.200171.001.001.501.001.002.000.000.000.000.000.000.000.200.200.200.250.250.251.001.501.502.002.502.001.001.001.001.001.001.00-0.200-0.300-0.450-0.500-0.625-1.000Cimiento4.105.090.250.491.000.56184.104.604.606.076.578.105.095.595.667.067.559.160.250.250.250.300.300.300.490.490.530.490.500.531.001.001.001.001.001.000.560.620.680.971.061.375.091.500.251.791.001.47195.095.595.667.067.559.161.502.002.002.603.102.600.250.250.250.300.300.301.791.791.832.192.193.281.001.001.001.001.001.001.471.701.753.173.505.79Ua de cimiento0.600.000.204.101.000.49200.600.600.600.550.550.550.000.000.000.000.000.000.200.200.200.300.300.304.104.604.606.076.578.101.001.001.001.001.001.000.490.550.551.001.081.3407.79% Desperdicio (0 % )0.00Volumen Total7.79610.D

Partida 610.CDescripcionCONCRETO MARCO: CONCRETO CLASE C 27.4 MPa (280 Kg/cm2)Altura (m)Ancho (m)Longitud (m)CantidadTotal ( m3 )Marco 1.501.5013.761.0030.960Chaflan de marco0.110.1113.764.000.333- seccion de marco1.001.0013.761.00-13.760

17.53% Desperdicio (0 % )0.00Volumen Total17.53610.C

Partida 612.A1okokokokokokDescripcionENCOFRADO Y DESENCOFRADO21x11.5x11.5x1.52x12.5x12x21x11.5x11.5x1.52x12.5x12x21x11.5x11.5x1.52x12.5x12x21x11.5x11.5x1.52x12.5x12x21x11.5x11.5x1.52x12.5x12x21x11.5x11.5x1.52x12.5x12x2Altura 1 (m)Altura 2 (m)Ancho 1 (m)Largo 1 (m)CantidadTotal ( m3 )3Altura 1 (m)Altura 2 (m)Ancho 1 (m)Largo 1 (m)CantidadTotal ( m3 )Marco:4Laterales externos1.5000.0014.182.0042.54051.501.502.001.601.602.6014.1814.1814.1814.1814.1814.182.002.002.002.002.002.0042.5442.5456.7245.3845.3873.74Laterales internos1.0000.0014.182.0028.36061.001.001.501.001.002.0014.1814.1814.1814.1814.1814.182.002.002.002.002.002.0028.3628.3642.5428.3628.3656.72Techo de losa1.0000.0014.181.0014.18071.001.501.502.002.502.0014.1814.1814.1814.1814.1814.181.001.001.001.001.001.0014.1821.2721.2728.3635.4528.36Tapas horizontales0.0000.251.502.000.75080.250.250.250.300.300.301.502.002.002.603.102.602.002.002.002.002.002.000.751.001.001.561.861.56Tapas verticales1.000.000.250.002.000.50091.001.001.501.001.002.000.250.250.250.300.300.302.002.002.002.002.002.000.500.500.750.600.601.200.000.000.000.000.0010Cabezal ingreso:0.000.000.000.000.0011Pared interno de alas1.001.550.002.242.005.712121.001.001.001.001.001.201.551.552.051.601.602.602.242.242.243.003.014.382.002.002.002.002.002.005.715.716.837.807.8316.64Pared externo de alas1.001.550.002.162.005.508131.001.001.001.001.001.201.551.552.051.601.602.602.162.162.162.852.854.282.002.002.002.002.002.005.515.516.597.417.4116.26Lateral de alas1.0000.2002.000.400141.001.001.001.001.001.200.200.200.250.200.200.252.002.002.002.002.002.000.400.400.500.400.400.60Parapeto interno de alas0.300.001.170.001.000.351150.300.300.300.300.300.301.171.671.812.082.562.211.001.001.001.001.001.000.350.500.540.620.770.66Parapeto externo de alas0.550.001.000.001.000.550160.550.550.550.600.600.601.001.501.502.002.502.001.001.001.001.001.001.000.550.830.831.201.501.20Techo de parapeto0.000.000.201.001.000.200170.200.200.200.250.250.251.001.501.502.002.502.001.001.001.001.001.001.000.200.300.300.500.630.50Laterales de cimentacion0.250.000.002.542.001.270180.250.250.250.300.300.302.542.542.593.123.124.642.002.002.002.002.002.001.271.271.301.871.872.780.250.000.000.702.000.350190.250.250.250.300.300.300.700.700.750.700.700.752.002.002.002.002.002.000.350.350.380.420.420.450.250.000.004.101.001.025200.250.250.250.300.300.304.104.604.606.076.578.101.001.001.001.001.001.001.031.151.151.821.972.430.000.000.000.00021Cabezal salida:0.000.000.000.000.0022Pared interno de alas1.001.550.002.242.005.712231.001.001.001.001.001.201.551.552.051.601.602.602.242.242.243.003.014.382.002.002.002.002.002.005.715.716.837.807.8316.64Pared externo de alas1.001.550.002.162.005.508241.001.001.001.001.001.201.551.552.051.601.602.602.162.162.162.852.854.282.002.002.002.002.002.005.515.516.597.417.4116.26Lateral de alas1.0000.2002.000.400251.001.001.001.001.001.200.200.200.250.200.200.252.002.002.002.002.002.000.400.400.500.400.400.60Parapeto interno de alas0.300.001.170.001.000.351260.300.300.300.300.300.301.171.671.812.082.562.211.001.001.001.001.001.000.350.500.540.620.770.66Parapeto externo de alas0.550.001.000.001.000.550270.550.550.550.600.600.601.001.501.502.002.502.001.001.001.001.001.001.000.550.830.831.201.501.20Techo de parapeto0.000.000.201.001.000.200280.200.200.200.250.250.251.001.501.502.002.502.001.001.001.001.001.001.000.200.300.300.500.630.50Laterales de cimentacion0.250.000.002.542.001.270290.250.250.250.300.300.302.542.542.593.123.124.642.002.002.002.002.002.001.271.271.301.871.872.780.250.000.000.702.000.350300.250.250.250.300.300.300.700.700.750.700.700.752.002.002.002.002.002.000.350.350.380.420.420.450.250.000.004.101.001.025310.250.250.250.300.300.304.104.604.606.076.578.101.001.001.001.001.001.001.031.151.151.821.972.43117.06% Desperdicio (0 % )0.00Volumen Total117.06612.A

Partida 615DescripcionACERO DE REFUERZO Fy= 4200 kg/cm2LongitudLong. GanchoCant. GanchoCantidadRepeticionPeso (Kg/ml)Total (kg)1x114.18Longitud marco CON/ parapetoganchos 90ganchos 135Peso (kg)DIMENSIONES1x11.5x11.5x1.52x12.5x12x2CANTIDADES MARCO:1x11.5x11.5x1.52x12.5x12x2TIPO DE ACERO MARCO:1x11.5x11.5x1.52x12.5x12x2LONGITUD DE ACERO MARCO:1x11.5x11.5x1.52x12.5x12x2CANT. UN ALA/cimiento:1x11.5x11.5x1.52x12.5x12x2T. ACERO UN ALA/cimiento:1x11.5x11.5x1.52x12.5x12x2LONG. ACERO UN ALA/cimiento:1x11.5x11.5x1.52x12.5x12x2CANT UN ALA/pared:1x11.5x11.5x1.52x12.5x12x2TIPO ACERO UN ALA/pared:1x11.5x11.5x1.52x12.5x12x2LONG. ACERO UN ALA/pared:1x11.5x11.5x1.52x12.5x12x2CANT PARAPETO:1x11.5x11.5x1.52x12.5x12x2TIPO ACERO PARAPETO:1x11.5x11.5x1.52x12.5x12x2LONG. ACERO PARAPETO:1x11.5x11.5x1.52x12.5x12x2CANT UA:1x11.5x11.5x1.52x12.5x12x2TIPO ACERO UA:1x11.5x11.5x1.52x12.5x12x2LONG. ACERO UA:1x11.5x11.5x1.52x12.5x12x21.50Ancho Exterior Total :3/8"0.150.10.58Ancho Exterior Total :1.5222.63.12.6L1@0.17580@0.15093@0.15093@0.20070@0.15093@0.20070L11/2"1/2"1/2"5/8"5/8"5/8"L11.401.401.401.401.401.40C11199151522C11/2"1/2"1/2"1/2"1/2"1/2"C10.990.991.041.151.151.24M1 prom.999121229M1 prom.1/2"1/2"1/2"1/2"1/2"1/2"M1 prom.1.41.41.651.51.512.09P1 Prom.666666P1 Prom.3/8"3/8"3/8"3/8"3/8"3/8"P1 Prom.1.0851.5851.6552.042.532.105U1101010121212U13/8"3/8"3/8"3/8"3/8"3/8"U144.54.55.976.4781.50Alto Exterior Total:1/2"0.20.131.02Alto Exterior Total:1.51.521.61.62.6L2@0.20070@0.20070@0.20070@0.17580@0.15093@0.15093L21/2"1/2"1/2"1/2"1/2"1/2"L21.401.401.401.401.401.40C21199151522C21/2"1/2"1/2"1/2"1/2"1/2"C20.990.991.041.151.151.24M2 prom.14149191921M2 prom.3/8"3/8"1/2"3/8"3/8"1/2"M2 prom.1.411.411.651.471.482.06P2666666P23/8"3/8"3/8"3/8"3/8"3/8"P21.281.281.281.481.481.48U2182020263238U23/8"3/8"3/8"3/8"3/8"3/8"U22.682.682.682.882.882.880.25Espesor losa:5/8"0.250.161.55Espesor losa:0.250.250.250.30.30.3L3@0.1508@0.1508@0.1508@0.1508@0.1508@0.1508L33/8"3/8"3/8"3/8"3/8"3/8"L314.0814.0814.0814.0814.0814.08C3666666C33/8"3/8"3/8"3/8"3/8"3/8"C32.12.12.12.922.924.34M3 Interno Central555558M3 Interno Central3/8"3/8"3/8"3/8"3/8"3/8"M3 Interno Central2.652.652.63.383.384.790.25Espesor Pared: 3/4"0.30.22.24Espesor Pared: 0.250.250.250.30.30.3M1@0.20070@0.20070@0.20070@0.17580@0.15093@0.15093M11/2"1/2"1/2"1/2"1/2"1/2"M11.401.401.401.401.401.40C4 Prom. Horizontal9997914C4 Prom. Horizontal3/8"3/8"3/8"1/2"1/2"1/2"C4 Prom. Horizontal3.33.83.84.85.25.9M3 Interno Superior Prom.113117M3 Interno Superior Prom.3/8"3/8"3/8"3/8"3/8"3/8"M3 Interno Superior Prom.2.312.312.042.962.953.1713.76Longitud marco SIN/ parapetoM2@0.20070@0.20070@0.20070@0.17580@0.15093@0.15093M21/2"1/2"1/2"1/2"1/2"1/2"M21.401.401.401.401.401.40C4 Vertical Central91212C4 Vertical Central3/8"3/8"3/8"C4 Vertical Central2.032.032.03M3 Interno Superior Extremo111111M3 Interno Superior Externo3/8"3/8"3/8"3/8"3/8"3/8"M3 Interno Superior Externo0.990.991.232.012.010.8M3@0.2006@0.2006@0.2006@0.2006@0.2006@0.2006M33/8"3/8"3/8"3/8"3/8"3/8"M314.0814.0814.0814.0814.0814.08C4 Vertical Prom. Extremo999C4 Vertical Prom. Extremo3/8"3/8"3/8"C4 Vertical Prom. Extremo1.071.071.07M3 Externo Central555558M3 Externo Central3/8"3/8"3/8"3/8"3/8"3/8"M3 Externo Central2.772.772.773.513.534.94Z1@0.20070@0.20070@0.20070@0.17580@0.15093@0.15093Z11/2"1/2"1/2"1/2"1/2"1/2"Z11.401.401.401.401.401.40C5 Vertical Central101210C5 Vertical Central1/2"1/2"1/2"C5 Vertical Central2.532.533.52M3 Externo Superior Prom.113117M3 Externo Superior Prom.3/8"3/8"3/8"3/8"3/8"3/8"M3 Externo Superior Prom.2.432.432.23.083.13.32Z2@0.20070@0.20070@0.20070@0.17580@0.15093@0.15093Z21/2"1/2"1/2"1/2"1/2"1/2"Z21.401.401.401.401.401.40C5 Vertical Prom. Extremo7711C5 Vertical Prom. Extremo1/2"1/2"1/2"C5 Vertical Prom. Extremo1.31.31.8M3 Externo Superior Extremo111111M3 Externo Superior Externo3/8"3/8"3/8"3/8"3/8"3/8"M3 Externo Superior Externo0.910.911.42.142.160.7Z3@0.2006@0.2006@0.2006@0.2006@0.2006@0.2006Z33/8"3/8"3/8"3/8"3/8"3/8"Z314.0814.0814.0814.0814.0814.08M4 Interno111111M4 Interno3/8"3/8"3/8"3/8"3/8"3/8"M4 Interno2.172.172.292.92.894.47M4 Externo111111M4 Externo3/8"3/8"3/8"3/8"3/8"3/8"M4 Externo2.092.092.262.772.794.36Cuerpo:

Losa de Marco:L11.400.221/2"8011.02146.883L21.400.221/2"7011.02128.52L314.080.1523/8"820.58133.45

Paredes de Marco:M11.400.221/2"7021.02257.04M21.400.221/2"7021.02257.04M314.080.1523/8"640.58200.17

Cimiento de Marco:Z11.400.221/2"7011.02128.52Z21.400.221/2"7011.02128.52Z314.080.1523/8"620.58100.08

Cabezal ingreso:

Cimentacion de ala:C10.990.211/2"1121.0226.70C20.990.211/2"1121.0226.70C32.100.1523/8"620.5816.70C4 Prom. Horizontal3.300.1523/8"920.5837.58C4 Vertical Central2.030.1523/8"920.5824.33C4 Vertical Prom. Extremo1.070.1523/8"920.5814.30C5 Vertical Central0.000200200.00C5 Vertical Prom. Extremo0.000200200.00

Pared de ala:M1 prom.1.400.221/2"921.0233.05M2 prom.1.410.1523/8"1420.5827.77M3 Interno Central2.650.1513/8"520.5816.24M3 Interno Superior Prom.2.310.1513/8"120.582.85M3 Interno Superior Extremo0.990.1513/8"120.581.32M3 Externo Central2.770.1513/8"520.5816.94M3 Externo Superior Prom.2.430.1513/8"120.582.99M3 Externo Superior Extremo0.910.1513/8"120.581.23M4 Interno2.170.1523/8"120.582.87M4 Externo2.090.1523/8"120.582.77

Parapeto de Cabezal:3.5P1 Prom.1.090.223/8"610.585.17P21.280.303/8"610.584.45

Ua de Cabezal:U14.000.323/8"1010.5826.68U22.680.303/8"1810.5827.98

Cabezal salida:

Cimentacion de ala:C10.990.211/2"1121.0226.70C20.990.211/2"1121.0226.70C32.100.1523/8"620.5816.70C4 Prom. Horizontal3.300.1523/8"920.5837.58C4 Vertical Central2.030.1523/8"920.5824.33C4 Vertical Prom. Extremo1.070.1523/8"920.5814.30C5 Vertical Central0.000200200.00C5 Vertical Prom. Extremo0.000200200.00

Pared de ala:M1 prom.1.400.221/2"921.0233.05M2 prom.1.410.1523/8"1420.5827.77M3 Interno Central2.650.1513/8"520.5816.24M3 Interno Superior Prom.2.310.1513/8"120.582.85M3 Interno Superior Extremo0.990.1513/8"120.581.32M3 Externo Central2.770.1513/8"520.5816.94M3 Externo Superior Prom.2.430.1513/8"120.582.99M3 Externo Superior Extremo0.910.1513/8"120.581.23M4 Interno2.170.1523/8"120.582.87M4 Externo2.090.1523/8"120.582.77

Parapeto de Cabezal:P1 Prom.1.090.223/8"610.585.17P21.280.303/8"610.584.45

Ua de Cabezal:U14.000.323/8"1010.5826.68U22.680.303/8"1810.5827.98

3/8"(kg)898.06

Peso Total 3/8"(kg)898.06Varillas 3/8"173.001/2"(kg)1219.432117.49

Peso Total 1/2"(kg)1219.43Varillas 1/2"133.005/8"(kg)0.00

Peso Total 5/8"(kg)0.00Varillas 5/8"0.00Peso Total(kg)2117.49615

Partida 640.ADescripcionEMBOQUILLADO DE PIEDRA e=20cmLongitudAnchoTotal ( m2 )Ingreso0.004.60.002.16Salida0.004.60.003.0950.00% Desperdicio (0 % )0.00Area total0.00640.A

Partida 606.ADescripcionMATERIAL DE CANTERA PARA RELLENOSArea Perfil (m2)Ancho exterior marco (m)Ancho p/encofrado (m)Ancho total (m)Total ( m3 )Relleno sobre cuerpoR18.831.500.902.4021.19Relleno lateralR227.460.900.9024.71

45.91% Desperdicio (0 % )0.00Metrado Total45.91606.A

PARTIDAALCANTARILLA TIPO MARCO KM 35+266.27 DIMENSIONES: 1x1DescripcionUndMETRADO601.AEXCAVACIN NO CLASIFICADA PARA ESTRUCTURASM3146.20603.ALIMPIEZA DE CAUCE Y ENCAUZAMIENTOSM30.00605.ARELLENOS PARA ESTRUCTURASM345.91610.ICONCRETO CLASE I (f'c = 100Kg/cm2)M31.97610.DCONCRETO CLASE D (f'c = 210Kg/cm2)M37.79610.CCONCRETO CLASE C (f'c = 280Kg/cm2)M317.53612.AENCOFRADO Y DESENCOFRADOM2117.06615ACERO DE REFUERZO Fy = 4,200 Kg/cm2KG2117.49640.AEMBOQUILLADO DE PIEDRA e=0.20mM20.00606.AMATERIAL DE CANTERA PARA RELLENOSM345.91