Metrados- Partidas

TRABAJOS PRE02.00 TRABAJOS PRELIMINARES02.01 TRAZO, NIVELACION Y REPLANTEO PARA EXPLANACIONESPROGRESIVASDISTANCIA ( Km )KM0000+-KM1000+1.00KM1000+-KM2000+1.00KM2000+-KM3000+1.00KM3000+-KM4000+1.00KM4000+-KM5000+1.00KM5000+-KM6000+1.00KM6000+-KM7000+1.00KM7000+-KM8000+1.00KM8000+-KM9000+1.00KM9000+-KM9211+0.21TOTAL9.2102.02 ROCE Y LIMPIEZAPROGRESIVASDISTANCIA (Ha)KM0000+-KM1000+0.50KM1000+-KM2000+0.50KM2000+-KM3000+0.50KM3000+-KM4000+0.50KM4000+-KM5000+0.50KM5000+-KM6000+0.50KM6000+-KM7000+0.50KM7000+-KM8000+0.50KM8000+-KM9000+0.50KM9000+-KM9211+0.11TOTAL4.61

&C&8PROYECTO DE TESIS ESTUDIO DEFINITIVO DE LA CARRETERA LA PALMA - MIRAFLORESPLANILLA DE METRADOS

EXPLANACIONES03.00 EXPLANACIONES03.01 CORTE EN MATERIAL SUELTO CON MAQUINARIAPROGRESIVASDIST. (m)VOL (m3)KM0000+-KM1000+1000.00374.66KM1000+-KM2000+1000.00488.79KM2000+-KM3000+1000.00415.17KM3000+-KM4000+1000.00455.22KM4000+-KM5000+1000.002285.48KM5000+-KM6000+1000.0054.29KM6000+-KM7000+1000.0050.92KM7000+-KM8000+1000.001606.56KM8000+-KM9000+1000.00260.28KM9000+-KM9292+211.37785.31TOTAL6776.6803.02 RELLENO CON MATERIAL PROPIO CON MAQUINARIAPROGRESIVASDIST. (m)VOL (m3)KM0200+-KM1000+800.00440.99KM1000+-KM2000+1000.001056.87KM2000+-KM2400+400.00963.77KM3000+-KM4000+1000.002722.28KM4000+-KM4800+800.00980.23KM7000+-KM8000+1000.00612.54TOTAL6776.6803.03 RELLENO CON MATERIAL DE PRSTAMO TIPO AFIRMADO.PROGRESIVASDIST. (m)VOL (m3)KM0000+-KM0200+200.00546.67KM2400+-KM3000+600.00644.81KM4800+-KM5200+400.00692.89KM5200+-KM6000+800.001552.40KM6400+-KM6800+400.00428.79KM6800+-KM7000+200.00367.05KM8000+-KM9211+1211.373186.86TOTAL7419.4803.04 PERFILADO Y COMPACTADO DE LA SUB RASANTEPROGRESIVASDIST. (m)AREA (m2)KM0000+-KM1000+1000.005000.00KM1000+-KM2000+1000.005000.00KM2000+-KM3000+1000.005000.00KM3000+-KM4000+1000.005000.00KM4000+-KM5000+1000.005000.00KM5000+-KM6000+1000.005000.00KM6000+-KM7000+1000.005000.00KM7000+-KM8000+1000.005000.00KM8000+-KM9000+1000.005000.00KM9000+-KM9211+211.371056.85TOTAL46056.85

&CPROYECTO DE TESIS ESTUDIO DEFINITIVO DE LA CARRETERA LA PALMA - MIRAFLORESPLANILLA DE METRADOS

PAVIMENTOS04.00.00. PAVIMENTACIN.04.01 BASE ROCOSA(PIEDRA GRANDE 32") e = 1.00mPROGRESIVAREA TANGENCIALTOTALLONGANCHOREA( m )PROM. ( m )( m2 )KM0200+-KM1000+800.005.004000.00KM1000+-KM2000+1000.005.005000.00KM2000+-KM2400+400.005.002000.00KM3000+-KM4000+1000.005.005000.00KM4000+-KM4800+800.005.004000.00KM5200+-KM6000+800.005.004000.00KM6000+-KM6440+440.005.002200.00KM6800+-KM7000+200.005.001000.00KM7000+-KM8000+1000.005.005000.0032200.0004.02 SUB BASE GRANULAR ( e = 0.15 m )PROGRESIVAREA TANGENCIALTOTALLONGANCHOREA( m )PROM. ( m )( m2 )KM0000+-KM1000+1000.005.005000.00KM1000+-KM2000+1000.005.005000.00KM2000+-KM3000+1000.005.005000.00KM3000+-KM4000+1000.005.005000.00KM4000+-KM5000+1000.005.005000.00KM5000+-KM6000+1000.005.005000.00KM6000+-KM6440+440.005.002200.00KM7000+-KM8000+1000.005.005000.00KM8000+-KM9000+1000.005.005000.00KM9000+-KM9211+211.375.001056.8543256.8504.03 BASE GRANULAR ( e = 0.15 m )PROGRESIVAREA TANGENCIALTOTALLONGANCHOREA( m )PROM. ( m )( m2 )KM0000+-KM1000+1000.005.005000.00KM1000+-KM2000+1000.005.005000.00KM2000+-KM3000+1000.005.005000.00KM3000+-KM4000+1000.005.005000.00KM4000+-KM5000+1000.005.005000.00KM5000+-KM6000+1000.005.005000.00KM6000+-KM6440+440.005.002200.00KM7000+-KM8000+1000.005.005000.00KM8000+-KM9000+1000.005.005000.00KM9000+-KM9211+211.375.001056.8543256.8504.04 IMPRIMACIN ASFLTICAPROGRESIVAREA TANGENCIALTOTALLONGANCHOREA( m )PROM. ( m )( m2 )KM0000+-KM1000+1000.005.005000.00KM1000+-KM2000+1000.005.005000.00KM2000+-KM3000+1000.005.005000.00KM3000+-KM4000+1000.005.005000.00KM4000+-KM5000+1000.005.005000.00KM5000+-KM6000+1000.005.005000.00KM6000+-KM6440+440.005.002200.00KM7000+-KM8000+1000.005.005000.00KM8000+-KM9000+1000.005.005000.00KM9000+-KM9211+211.375.001056.8543256.8504.05 CARPETA ASFALTICA EN CALIENTE ( e = 0.05m )PROGRESIVAREA TANGENCIALTOTALLONGANCHOREA( m )PROM. ( m )( m2 )KM0000+-KM1000+1000.005.005000.00KM1000+-KM2000+1000.005.005000.00KM2000+-KM3000+1000.005.005000.00KM3000+-KM4000+1000.005.005000.00KM4000+-KM5000+1000.005.005000.00KM5000+-KM6000+1000.005.005000.00KM6000+-KM6440+440.005.002200.00KM7000+-KM8000+1000.005.005000.00KM8000+-KM9000+1000.005.005000.00KM9000+-KM9211+211.375.001056.8543256.8504.06 SELLO ASFALTICOPROGRESIVAREA TANGENCIALTOTALLONGANCHOREA( m )PROM. ( m )( m2 )KM0000+-KM1000+1000.005.005000.00KM1000+-KM2000+1000.005.005000.00KM2000+-KM3000+1000.005.005000.00KM3000+-KM4000+1000.005.005000.00KM4000+-KM5000+1000.005.005000.00KM5000+-KM6000+1000.005.005000.00KM6000+-KM6440+440.005.002200.00KM7000+-KM8000+1000.005.005000.00KM8000+-KM9000+1000.005.005000.00KM9000+-KM9211+211.375.001056.8543256.8504.07 BERMAS (e =0.05m)PROGRESIVAREA TANGENCIALTOTALLONGANCHOREA( m )PROM. ( m )( m2 )KM0000+-KM1000+1000.002.002000.00KM1000+-KM2000+1000.002.002000.00KM2000+-KM3000+1000.002.002000.00KM3000+-KM4000+1000.002.002000.00KM4000+-KM5000+1000.002.002000.00KM5000+-KM6000+1000.002.002000.00KM6000+-KM6440+440.002.00880.00KM7000+-KM8000+1000.002.002000.00KM8000+-KM9000+1000.002.002000.00KM9000+-KM9211+211.372.00422.7417302.74


BADEN05.00 BADENES05.01 TRAZO Y REPLANTEO PARA OBRAS DE ARTEOBRAS DE ARTELARGOANCHOSUB. TOTALTOTALBADEN RECTOKM 4+315.00-KM 4+540.00225.005.001125.00100TOTAL1125.0005.02 EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS (A MANO)OBRAS DE ARTELARGOANCHOPROFCANT.SUB TOTALBADEN RECTOKM 4+315.00-KM 4+540.00225.005.000.601675.00UA LONGITUDINAL55.002.502.501343.75UA TRANSVERSAL0.800.800.809046.08TOTAL1064.8305.03 ELIMINACION DEMATERIAL EXCEDENTE D= 5KMALC. TIPO CAJONV. EXCAV.% ESPONJCANTIDADVOLUMEN A ELIMINAR1064.8320.00%1277.80TOTAL1277.8005.04 CONCRETO f'c= 100 kg/cm2 +30% P.M. PARA PROTECCION (Ent. y Sal.)OBRAS DE ARTELARGOANCHOPROFCANT.SUB TOTALBADEN RECTO225.000.500.3090.003037.50TOTAL3037.5005.05 CONCRETO f'c= 210kg/cm2OBRAS DE ARTELARGOANCHOPROFCANT.SUB TOTALBADEN RECTO DE 225m225.005.000.301337.50UA LONGITUDINAL55.002.502.501343.75UA TRANSVERSAL0.80225.000.809012960.00TOTAL13641.2505.06 ENCOFRADO Y DESENCOFRADOOBRAS DE ARTELARGOANCHOALTURACANT.SUB TOTALBADEN RECTO DE 225m225.005.000.301138.00TOTAL138.0005.07 JUNTAS DE DILATACION PARA BADENESOBRAS DE ARTELARGOANCHONCANT.SUB TOTALBADEN RECTO DE 225m5.00461230.00TOTAL230.00


SEALIZACION12.00 METRADO DE SEALIZACIN12.01. SEALES PREVENTIVASTOTAL47UNIDADES12.02.00. SEALES RESTRICTIVASTOTAL27UNIDADES12.03.00. SEALES INFORMATIVASTOTAL22UNIDADES12.04.00. PINTURA PARA EL PAVIMENTOTOTAL (m2/0.10) = ml38200.0012.05.00. POSTES KILOMTRICOSTOTAL10UNIDADES12.06.00. TACHAS REFLECTIVASTOTAL1692UNIDADES12.07.00. GUARDAVIASTOTAL2820METROSREA (m2)2.882.881.321.321.321.322.8813.92


FLETE08.00. TRANSPORTE DE MATERIALES(FLETE)08.01. TRANSPORTE DE MATERIALESNDescripcin InsumoUnidadCantidadPeso/ Und.Precio de FleteCosto total de FleteCosto total de FleteChiclayo - LambayequeLambayeque - IllimoIllimo - Trapiche de Bronce1ACERO CORRUGADOKG29,742.421.000.040.040.020.102,974.242ACERO CORRUGADO 5/8"KG22.501.000.040.040.020.102.253ALAMBRE NEGRO RECOCIDO # 16KG1,538.321.000.040.040.020.10153.834ALAMBRE NEGRO RECOCIDO # 8KG10,366.121.000.040.040.020.101,036.615ASFALTO LIQUIDO RC-250GLN146,381.406.000.040.040.020.1087,828.846BISAGRA ALUMINIZADA 4"UND113.960.250.040.040.020.102.857CALAM.GZINC GA28:1.83 X 0.663 M X 0.4MMPLN595.705.000.040.040.020.10297.85128,654.238CEMENTO PORTLAND TIPO I (42.5KG)BOL37,061.7442.500.040.040.020.10157,512.409CERRADURA FORTE DOS GOLPESPZA36.781.000.040.040.020.103.6810CLAVOS DE 8"PZA60.000.050.040.040.020.100.30167,389.5211CLAVOS DE ALAMBRE PARA CALAMINA DE 1"KG134.681.000.040.040.020.1013.4712CLAVOS PARA MADERA C/C 1"KG134.681.000.040.040.020.1013.4713CLAVOS PARA MADERA C/C 2 1/2"KG424.481.000.040.040.020.1042.455,875.0014CLAVOS PARA MADERA C/C 2"KG134.681.000.040.040.020.1013.4715CLAVOS PARA MADERA C/C 3"KG11,860.861.000.040.040.020.101,186.0916CONCRETO F'C=140 KG/CM2M3133.64318.750.040.040.020.104,259.7817DINAMITAKG2,110.501.000.040.040.020.10211.0518ELECTRODO TIPO 6010 CELLOCORDKG23.001.000.040.040.020.102.3019ESTACA DE FIERRO (L= 0.50 m)UND191.000.510.040.040.020.109.7420FULMINANTEUND4,690.000.030.040.040.020.1011.7321GUARDAVIASM2,961.0010.000.040.040.020.102,961.0022GUIAM7,035.000.030.040.040.020.1017.5923KEROSENEGLN6,876.003.200.040.040.020.102,200.3224LIJA DE FIERRO # 80PZA23.000.080.040.040.020.100.1725MADERA TORNILLOP2217,353.281.500.040.040.020.1032,602.9926MICROESFERASKG1,910.001.000.040.040.020.10191.0027NEOPRENE 1" x 8" x 24"PZA2.0020.000.040.040.020.104.0028PEGAMENTO EPOXICOGLN16.926.000.040.040.020.1010.1529PERNO C/TUERCA 3/8" x 4"PZA470.000.060.040.040.020.102.8230PERNOSJGO25,380.000.100.040.040.020.10253.8031PERNOS C/CUAD.HILO CORRIENTE 3/4"X14"UND880.000.800.040.040.020.1070.4032PICAPORTE DE FIERRO DE 1"UND36.780.200.040.040.020.100.7433PINTURA ANTICORROSIVAGLN18.056.000.040.040.020.1010.8334PINTURA ESMALTE SINTETICOGLN0.386.000.040.040.020.100.2335PINTURA PARA TRAFICOGLN382.006.000.040.040.020.10229.2036PINTURA REFLECTORIZANTEGLN239.666.000.040.040.020.10143.8037PLACA DE BASE DE ACERO DE 1 1/2" x 5" x 24"UND4.0012.000.040.040.020.104.8038PLANCHA GALVANIZADA DE 1/16"M2117.327.000.040.040.020.1082.1239PLATINA DE FIERRO 3/8" x 3" x 4 1/2"PZA22.000.500.040.040.020.101.1040PLATINA DE FIERRO 3/8" x 3" x 5"PZA88.000.500.040.040.020.104.4041PLATINA DE FIERRO 5/8" x 6" x 8"PZA22.002.250.040.040.020.104.9542POSTE DE CONCRETO 3" x 3" x 3.20mUND191.0043.200.040.040.020.10825.1243POSTE DE CONCRETO H=1.25MUND19.0016.880.040.040.020.1032.0744POSTES DE 1.2 M.UND2,820.0016.880.040.040.020.104,760.1645SOLDADURAKG2.751.000.040.040.020.100.2846SOLVENTE XILOLGLN382.194.000.040.040.020.10152.8847TACHAS REFLECTIVASUND1,692.000.100.040.040.020.1016.9248TRIPLAY DE 4 X 8 X 19 MMPLN595.705.000.040.040.020.10297.8549TUB. FO. NEGRO 3"M116.605.000.040.040.020.1058.3050TUBERIA ARMCO 24" C-14M217.8851.000.040.040.020.101,111.1951TUBERIA DE F G 3"M132.025.000.040.040.020.1066.0152TUBERIA PVC SAL 3"M2.522.500.040.040.020.100.6353TUBERIA PVC SAL 4"M358.053.000.040.040.020.10107.4254YESOBOL46.8625.000.040.040.020.10117.15TOTAL516,170.42301,918.75


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