01.ta.caminos

CURSO: CAMINOS II

TEMA: MOVILIZACION Y DESMOVILIZACION DE EQUIPOS

DOCENTE: ING. GARCIA CORZO AUGUSTO

ALUMNOS: LERMO ZUÑIGA CARLOSHEREDIA NAVARRO LUISDE LA CRUZ ZEVALLOS JULIOCAJAHUANCA AQUINO JOANNA

HUANCAYO- 2012

CONTENIDO

DETALLE DE MAQUINARIA PESADA

COSTO DE MOVILIZACION DE MATERIALES

DISTANCIAS REALES Y VIRTUALES

COSTO DE TRANSPORTE DE MAQUINARIA PESADA DISTRIBUCION EN PESOS (Kg)

MAQUINARIA CANTIDAD PESO(Kg)SEMITRAILER

CAMION CISTERNA 4*2 AGUA 2000 gl 4 13,000MONTACARGA 80 HP 5 Tn 1 8,150 8150CAMIONETA 4X2 1 2,740CAMINO VOLQUETE 6X4 15 m3 48 26,000LAVADORA DE AGREGADOS 60-150 Tn/h 2 10,000 20000RODILLO LISO 101-135 HP 6 11,100 66600RODILLO NEUMATICO AUTO PROPLSADO 135 HP 9-26 1 15,300 15300RODILLO TANDEM VIBRATORIO AUTOPROPULSADO 111 1 11,300 11300CARGADOR SOBRE LLANTAS 125-155 HP 2 16,584 33168CARGADOR SOBRE LLANTAS 200-250 HP 8 20,826 166608RETROEXCAVADORA SOBRE LLANTAS 58 HP 2 9,000 18000RETROEXCAVADORA SOBREORUGA 115-165 HP 1 23,400 23400RETROEXCAVADORA SOBREORUGA 170-250 HP 2 33,800 67600TRACTOR DE ORUGAS 190-240 HP 9 20,520 184680TRACTOR DE TIRO DE 80 HP 1 9,090 9090MOTONIVELADORA 145-150 HP 3 13,540 40620CAMION IMPRIMADORDE 1800 GL 1 13,500

TIPO DE VEHICULO: SEGÚN TONELAJECAPACIDAD DE CARGA: SEGÚN TIPO DE VEHICULOVELOCIDAD ESTIMADA(Km/h) 50CICLO: NORMAL +FRVRUTA DE TRASLADO LIMA-NAZCA-OBRADISTANCIA A OBRA(Km) 1242COSTO APLICADO: S/. 0.28

CAMION PLATAFORMA

DISTRIBUCION EN PESOS (Kg)

EN EQUIPO PROPIO TIPO CAMION COSTO TOTAL

52000S/. 2,259.17

27401248000

C2 S/. 5,543.98C3 S/. 18,461.47

T2S1 S/. 4,241.15C3 S/. 3,132.35

T2S1 S/. 9,194.14T2S2 S/. 46,183.60

C2 S/. 4,989.59C2R2 S/. 6,486.46T3S3 S/. 18,738.66T2S2 S/. 51,193.14

C2 S/. 2,519.74C3 S/. 11,259.83

13500S/. 184,203.29

INICIO

TIPO CAMION # VIAJES

C2 10 5C3 15 7

T2S1 17 3T2S2 22 17T3S3 30 2

EN EQUIPO PROPIO CANTIDAD ALQUILER POR HORA HORAS DE VIAJECAMION CISTERNA 4*2 AGUA 2000 gl 4 S/. 117.62 24.84CAMIONETA 4X2 1 S/. 90.00 24.84CAMINO VOLQUETE 6X4 15 m3 48 S/. 120.00 24.84CAMION IMPRIMADORDE 1800 GL 1 S/. 120.00 24.84

MONTO DE MOVILIZACION DE EQUIPOMONTO DE DESMOVILIZACION DE EQUIPOSEGUROS VIATICOS(10%)TOTAL DE MOV. Y DESMOV. DE EQUIPO

TOTAL DE MOV. Y DESMOV. DE EQUIPOTOTAL ALQUILER DE TOTAL VEHICULOSMONTO DE MOVILIZACION DE MATERIALES

CAPACIDADDE CARGA

C2 10C3 15C4 20T2S1 17T2S2 22T2S3 30

COSTO TOTALS/. 11,686.72S/. 2,235.60

S/. 143,078.40S/. 2,980.80

S/. 159,981.52S/. 159,981.52

S/. 31,996.30S/. 351,959.35

S/. 184,203S/. 351,959

S/. 5,168,335

COSTO DE TRANSPORTE DE MATERIALES

CODIGO DESCRIPCION UNIDAD

201010022 ACETILENO m32010300010005 GASOLINA 84 OCTANOS gal201040003 PETROLEO DIESSEL #2 gal2010500010006 ASFALTO DILUIDO MC-70 O MC-30 l201050006 NEOPRENE PLANCHA 0.04x0.05x5.70 und2040100010002 ALAMBRE NEGRO RECOCIDO N° 16 kg2040100020002 ALAMBRE NEGRO #8 kg2040200000002 ANGULO DE ACERO 1"x1"x3/16" m204030001 ACERO CORRUGADO fy = 4200 kg/cm2 GRADO 60 kg2040300010032 ACERO CORRUGADO fy = 4200 kg/cm2 GRADO 60 kg204030005 ACERO ESTRUCTURAL A36 kg204030006 ACERO ESTRUCTURAL GRADO 50 PARA PUENTE t204030007 ACERO ESTRUCTURAL GRADO 36 PARA PUENTE t2041200010009 CLAVOS DIFERENTE MEDIDA kg204180008 PLANTAS NATIVAS kg204270003 GUARDAVIA METALICA m2042900010001 ALCANTARILLA METALICA CIRCULAR TMC Ø=36" m2042900010002 ALCANTARILLA METALICA CIRCULAR TMC Ø=48" m2042900010004 ALCANTARILLA METALICA CIRCULAR TMC Ø=72" m207020003 ARENA PARA ARENADO m3210010001 FIBRA DE VIDRIO DE 4 mm ACABADO m22100400010009 TECKNOPOR E=3/4" m2213010001 CEMENTO PORTLAND TIPO I (42.5 kg) bol213010007 CEMENTO ASFALTICO kg213020002 CAL HIDRATADA kg2130300010002 YESO EN BOLSAS DE 25 kg bol2170100010003 TUBO DE ACERO NEGRO STD 3" m2170100010004 TUBO DE ACERO NEGRO STD 2" m2180100010002 PERNOS 3/8"x8"+2A-T pza2180100010003 PERNOS 5/8"x14"+A+T pza2180100010004 PERNOS 1 1/4"x4" pza2191300010016 TURBINOL gal222040001 ADITIVO MEJORADOR DE ADHERENCIA kg222090002 PEGAMENTO EPOXICO gal2221400010001 DESMOLDADOR PARA ENCOFRADO C/V gal

2221600050003 MASILLA PLASTICA BITUMINOSA kg2221700010044 ADITIVO INCORPORADOR DE AIRE kg222180001 ADITIVO CURADOR gal231010001 MADERA TORNILLO p22310500010007 TRIPLAY DE 19mm PARA ENCONFRADO pln238010005 LIJA PARA CONCRETO hja240020001 PINTURA ESMALTE gal240020016 PINTURA ESMALTE BLANCO gal240020017 PINTURA IMPRIMANTE gal240020018 PINTURA IMPRIMANTE gal240060001 PINTURA PARA TRAFICO gal240060009 MICROESFERAS DE VIDRIO kg240070001 PINTURA ANTICORROSIVA gal240080008 DISOLVENTE EPOXI gal240080017 DISOLVENTE XILOL gal240080022 THINNER CORRIENTE gal240080023 DISOLVENTE PRIMER gal240080024 DISOLVENTE POLIURETANO gal2401500010007 IMPRIMANTE ASFALTICO MODIFICADO kg245020006 BARRENO 5"x 1/8" und246250002 TUBO PVC SAP CLASE 10 D=6" m246250003 TUBO PVC SAP CLASE 10 D=1/2" m246250004 TUBO PVC SAP CLASE 10 D=3" m255060001 OXIGENO m32550800140002 SOLDADURA kg255100007 FULMINANTE und255100008 MECHA O GUIA m255100009 DINAMITA kg2630200010012 POSTE DE ACERO DE 1.80m x 6mm P/GUARDAVIA und267090015 ESMALTE EPOXY gal267090016 ESMALTE POLIURETANO gal267110010 LAMINA REFLECTIVA ALTA INTENSIDAD p2267110023 CAPTAFAROS und271050140 PLATINA DE ACERO 1/8"x 2" m272060009 TERMINALES TIPO1 und272060010 TERMINALES TIPO 2 und272070038 PERNO Y TUERCA DE GUARDAVIA jgo2740500010012 APOYO NEOPRENO 300x250x63mm und2740500010013 APOYO NEOPRENO 300x250x100mm und2740500010014 APOYO NEOPRENO 450x450x140mm und2740500010015 APOYO NEOPRENO 300x250x92mm und290150029 TACHAS DELINEADORAS BIDIRECCIONALES und2901900050064 TINTA XERIFRAFICA NEGRA gal2901900050065 TINTA XERIFRAFICA ROJA gal290230060 BARRENO DE 5 x 1/8" und291020003 PRIMER gal

TIPO DE VEHICULO: SEGÚN TONELAJECAPACIDAD DE CARGA: SEGÚN TIPO DE VEHICULOCICLO: NORMAL +FRV

TIPO DE CAMION TONELAJE

C2 10C3 15C4 20

T2S1 17T2S2 22T2S3 30

CANTIDAD

471.3 1110 523143.0 LIMA-NAZCA-OBRA4589.5 2.54 11657.4 LIMA-NAZCA-OBRA

277447.8 3.86 1070948.4 LIMA-NAZCA-OBRA714238.7 0.94 671384.4 LIMA-NAZCA-OBRA

94.1 17.44 1640.2 LIMA-NAZCA-OBRA12385.4 1 12385.4 LIMA-NAZCA-OBRA6761.4 1 6761.4 LIMA-NAZCA-OBRA1808.3 1.8 3255.0 LIMA-NAZCA-OBRA

260415.4 1 260415.4 LIMA-NAZCA-OBRA158.0 1 158.0 LIMA-NAZCA-OBRA

7049.7 1 7049.7 LIMA-NAZCA-OBRA25.7 1,000.00 25662.0 LIMA-NAZCA-OBRA87.4 1,000.00 87360.0 LIMA-NAZCA-OBRA

7112.6 1 7112.6 LIMA-NAZCA-OBRA1594.8 1 1594.8 ABANCAY-OBRA4148.0 10.56 43802.9 LIMA-NAZCA-OBRA340.0 56.14 19087.6 LIMA-NAZCA-OBRA150.0 90.92 13638.0 LIMA-NAZCA-OBRA80.0 136.54 10923.2 LIMA-NAZCA-OBRA21.5 1800 38746.8 ABANCAY-OBRA

376.5 1 376.5 LIMA-NAZCA-OBRA3632.1 0.19 690.1 CUZCO-OBRA

124499.8 52.5 6536241.6 TARMA-HUANCAYO-OBRA6391258.7 1 6391258.7 LIMA-NAZCA-OBRA1879734.2 1 1879734.2 LIMA-NAZCA-OBRA

8.0 25 200.0 CUZCO-OBRA432.8 5.1 2207.1 LIMA-NAZCA-OBRA169.3 7.65 1294.8 LIMA-NAZCA-OBRA

1114.4 1.5 1671.5 LIMA-NAZCA-OBRA124.0 1.7 210.8 LIMA-NAZCA-OBRA272.0 2 544.0 LIMA-NAZCA-OBRA

3170.8 3.3 10463.7 LIMA-NAZCA-OBRA31956.3 1 31956.3 LIMA-NAZCA-OBRA

45.0 3 135.0 CUZCO-OBRA1687.7 4.3 7257.0 LIMA-NAZCA-OBRA

PESO POR UNIDAD(Kg)

PESOTOTAL(Kg)

RUTA DECOMPRA

7264.3 1 7264.3 LIMA-NAZCA-OBRA3352.2 1 3352.2 LIMA-NAZCA-OBRA2814.0 4.3 12100.1 LIMA-NAZCA-OBRA

59163.3 7.5 443724.9 CUZCO-OBRA3897.2 50 194859.4 CUZCO-OBRA644.3 0.1 64.4 CUZCO-OBRA836.0 3.6 3009.7 LIMA-NAZCA-OBRA

8.9 3.6 31.9 LIMA-NAZCA-OBRA887.1 5.7 5056.5 LIMA-NAZCA-OBRA38.7 5.7 220.6 LIMA-NAZCA-OBRA

2106.6 5.5 11586.6 LIMA-NAZCA-OBRA7313.5 1 7313.5 LIMA-NAZCA-OBRA


335.7 4.36 1463.0 LIMA-NAZCA-OBRA42.7 3.63 155.1 LIMA-NAZCA-OBRA26.9 3.63 97.6 LIMA-NAZCA-OBRA44.1 3.63 160.1 LIMA-NAZCA-OBRA


566.9 28 15873.1 LIMA-NAZCA-OBRA140.7 1.26 177.3 LIMA-NAZCA-OBRA22.8 11 250.8 LIMA-NAZCA-OBRA

1396.9 1.43 1997.6 CUZCO-OBRA14180.8 1 14180.8 LIMA-NAZCA-OBRA

652667.2 0.05 32633.4 LIMA-NAZCA-OBRA652667.2 0.1 65266.7 LIMA-NAZCA-OBRA157379.2 1 157379.2 LIMA-NAZCA-OBRA

1402.0 80 112161.9 LIMA-NAZCA-OBRA269.1 4.36 1172.6 LIMA-NAZCA-OBRA208.8 4.36 909.9 LIMA-NAZCA-OBRA

4909.6 0.05 245.5 LIMA-NAZCA-OBRA1355.0 0.15 203.3 LIMA-NAZCA-OBRA1020.6 1.27 1296.1 LIMA-NAZCA-OBRA

49.4 8 394.9 LIMA-NAZCA-OBRA49.4 15 740.4 LIMA-NAZCA-OBRA

1384.6 1.5 2076.9 LIMA-NAZCA-OBRA8.0 0.32 2.6 LIMA-NAZCA-OBRA8.0 0.32 2.6 LIMA-NAZCA-OBRA8.0 0.32 2.6 LIMA-NAZCA-OBRA



27.5 6 165.0 LIMA-NAZCA-OBRA134.5 4.05 544.9 LIMA-NAZCA-OBRA

MONTO DE MOVILIZACION DE MATERIALESSEGÚN TIPO DE VEHICULO

2

S/. 0.28 S/. 145,033.21S/. 0.28 S/. 3,231.83S/. 0.28 S/. 296,903.70S/. 0.28 S/. 186,130.81S/. 0.28 S/. 454.73S/. 0.28 S/. 3,433.65S/. 0.28 S/. 1,874.49S/. 0.28 S/. 902.39S/. 0.28 S/. 72,196.10S/. 0.28 S/. 43.80S/. 0.28 S/. 1,954.41S/. 0.28 S/. 7,114.39S/. 0.28 S/. 24,219.19S/. 0.28 S/. 1,971.86S/. 0.04 S/. 64.05S/. 0.28 S/. 12,143.66S/. 0.28 S/. 5,291.74S/. 0.28 S/. 3,780.92S/. 0.28 S/. 3,028.29S/. 0.04 S/. 1,556.21S/. 0.28 S/. 104.37S/. 0.10 S/. 66.58S/. 0.29 S/. 1,883,339.65S/. 0.28 S/. 1,771,876.44S/. 0.28 S/. 521,126.88S/. 0.10 S/. 19.30S/. 0.28 S/. 611.88S/. 0.28 S/. 358.98S/. 0.28 S/. 463.41S/. 0.28 S/. 58.44S/. 0.28 S/. 150.82S/. 0.28 S/. 2,900.91S/. 0.28 S/. 8,859.38S/. 0.10 S/. 13.03S/. 0.28 S/. 2,011.88

COSTO DE TRASLADO POR KG

COSTO DE TRASLADO

S/. 0.28 S/. 2,013.90S/. 0.28 S/. 929.33S/. 0.28 S/. 3,354.55S/. 0.10 S/. 42,812.05S/. 0.10 S/. 18,800.69S/. 0.10 S/. 6.22S/. 0.28 S/. 834.38S/. 0.28 S/. 8.83S/. 0.28 S/. 1,401.85S/. 0.28 S/. 61.16S/. 0.28 S/. 3,212.20S/. 0.28 S/. 2,027.54S/. 0.28 S/. 35.43S/. 0.28 S/. 64.15S/. 0.28 S/. 405.59S/. 0.28 S/. 42.99S/. 0.28 S/. 27.07S/. 0.28 S/. 44.39S/. 0.28 S/. 39.46S/. 0.28 S/. 15,608.49S/. 0.28 S/. 4,400.56S/. 0.28 S/. 49.15S/. 0.28 S/. 69.53S/. 0.10 S/. 192.73S/. 0.28 S/. 3,931.40S/. 0.28 S/. 9,047.09S/. 0.28 S/. 18,094.18S/. 0.28 S/. 43,630.92S/. 0.28 S/. 31,095.14S/. 0.28 S/. 325.09S/. 0.28 S/. 252.27S/. 0.28 S/. 68.06S/. 0.28 S/. 56.35S/. 0.28 S/. 359.33S/. 0.28 S/. 109.48S/. 0.28 S/. 205.27S/. 0.28 S/. 575.79S/. 0.28 S/. 0.71S/. 0.28 S/. 0.71S/. 0.28 S/. 0.71S/. 0.28 S/. 0.89S/. 0.28 S/. 633.13S/. 0.28 S/. 16.17S/. 0.28 S/. 2.25S/. 0.28 S/. 45.73S/. 0.28 S/. 151.06

TOTAL= S/. 5,168,335.31

MONTO DE MOVILIZACION DE MATERIALES S/. 5,168,335

INICIO

C2 C3LIMA- HUANCAYO-OBRA S/. 0.32 S/. 0.32LIMA-NAZCA-OBRA S/. 0.28 S/. 0.28AYACUCHO-OBRA S/. 0.13 S/. 0.13CUZCO-OBRA S/. 0.10 S/. 0.10ABANCAY-OBRA S/. 0.04 S/. 0.04TARMA-HUANCAYO-OBRA S/. 0.29 S/. 0.29TARMA-LIMA-OBRA S/. 0.34 S/. 0.34AREQUIPA-OBRA S/. 0.37 S/. 0.37

C4 T2S1 T2S2 T2S3 ELEGIDOS/. 0.32 S/. 0.32 S/. 0.32 S/. 0.32 S/. 0.32S/. 0.28 S/. 0.28 S/. 0.28 S/. 0.28 S/. 0.28S/. 0.13 S/. 0.13 S/. 0.13 S/. 0.13 S/. 0.13S/. 0.10 S/. 0.10 S/. 0.10 S/. 0.10 S/. 0.10S/. 0.04 S/. 0.04 S/. 0.04 S/. 0.04 S/. 0.04S/. 0.29 S/. 0.29 S/. 0.29 S/. 0.29 S/. 0.29S/. 0.34 S/. 0.34 S/. 0.34 S/. 0.34 S/. 0.34S/. 0.37 S/. 0.37 S/. 0.37 S/. 0.37 S/. 0.37

TIPO DE CAMION

COSTO DE TRANSPORTE DE MATERIALES C2C3C4

T2S1T2S2T2S3

DESCRIPCION UNIDAD CANTIDAD

ACETILENO m3 471.3 1110 523143.0GASOLINA 84 OCTANOS gal 4589.5 2.54 11657.4PETROLEO DIESSEL #2 gal 277447.8 3.86 1070948.4ASFALTO DILUIDO MC-70 O MC-30 l 714238.7 0.94 671384.4NEOPRENE PLANCHA 0.04x0.05x5.70 und 94.1 17.44 1640.2ALAMBRE NEGRO RECOCIDO N° 16 kg 12385.4 1 12385.4ALAMBRE NEGRO #8 kg 6761.4 1 6761.4ANGULO DE ACERO 1"x1"x3/16" m 1808.3 1.8 3255.0ACERO CORRUGADO fy = 4200 kg/cm2 GRAD kg 260415.4 1 260415.4ACERO CORRUGADO fy = 4200 kg/cm2 GRAD kg 158.0 1 158.0ACERO ESTRUCTURAL A36 kg 7049.7 1 7049.7ACERO ESTRUCTURAL GRADO 50 PARA PUE t 25.7 1000 25662.0ACERO ESTRUCTURAL GRADO 36 PARA PUE t 87.4 1000 87360.0CLAVOS DIFERENTE MEDIDA kg 7112.6 1 7112.6PLANTAS NATIVAS kg 1594.8 1 1594.8GUARDAVIA METALICA m 4148.0 10.56 43802.9ALCANTARILLA METALICA CIRCULAR TMC Ø= m 340.0 56.14 19087.6ALCANTARILLA METALICA CIRCULAR TMC Ø= m 150.0 90.92 13638.0ALCANTARILLA METALICA CIRCULAR TMC Ø= m 80.0 136.54 10923.2ARENA PARA ARENADO m3 21.5 1800 38746.8FIBRA DE VIDRIO DE 4 mm ACABADO m2 376.5 1 376.5TECKNOPOR E=3/4" m2 3632.1 0.19 690.1CEMENTO PORTLAND TIPO I (42.5 kg) bol 124499.8 52.5 6536241.6CEMENTO ASFALTICO kg 6391258.7 1 6391258.7CAL HIDRATADA kg 1879734.2 1 1879734.2YESO EN BOLSAS DE 25 kg bol 8.0 25 200.0TUBO DE ACERO NEGRO STD 3" m 432.8 5.1 2207.1TUBO DE ACERO NEGRO STD 2" m 169.3 7.65 1294.8PERNOS 3/8"x8"+2A-T pza 1114.4 1.5 1671.5PERNOS 5/8"x14"+A+T pza 124.0 1.7 210.8PERNOS 1 1/4"x4" pza 272.0 2 544.0TURBINOL gal 3170.8 3.3 10463.7ADITIVO MEJORADOR DE ADHERENCIA kg 31956.3 1 31956.3PEGAMENTO EPOXICO gal 45.0 3 135.0DESMOLDADOR PARA ENCOFRADO C/V gal 1687.7 4.3 7257.0

PESO POR UNIDAD(Kg)

PESOTOTAL(Kg)

MASILLA PLASTICA BITUMINOSA kg 7264.3 1 7264.3ADITIVO INCORPORADOR DE AIRE kg 3352.2 1 3352.2ADITIVO CURADOR gal 2814.0 4.3 12100.1MADERA TORNILLO p2 59163.3 7.5 443724.9TRIPLAY DE 19mm PARA ENCONFRADO pln 3897.2 50 194859.4LIJA PARA CONCRETO hja 644.3 0.1 64.4PINTURA ESMALTE gal 836.0 3.6 3009.7PINTURA ESMALTE BLANCO gal 8.9 3.6 31.9PINTURA IMPRIMANTE gal 887.1 5.7 5056.5PINTURA IMPRIMANTE gal 38.7 5.7 220.6PINTURA PARA TRAFICO gal 2106.6 5.5 11586.6MICROESFERAS DE VIDRIO kg 7313.5 1 7313.5PINTURA ANTICORROSIVA gal 30.1 4.25 127.8DISOLVENTE EPOXI gal 53.8 4.3 231.4DISOLVENTE XILOL gal 335.7 4.357931 1463.0THINNER CORRIENTE gal 42.7 3.628739 155.1DISOLVENTE PRIMER gal 26.9 3.628739 97.6DISOLVENTE POLIURETANO gal 44.1 3.628739 160.1IMPRIMANTE ASFALTICO MODIFICADO kg 142.3 4.357931 142.3BARRENO 5"x 1/8" und 10053.7 5.6 56300.7TUBO PVC SAP CLASE 10 D=6" m 566.9 28 15873.1TUBO PVC SAP CLASE 10 D=1/2" m 140.7 1.26 177.3TUBO PVC SAP CLASE 10 D=3" m 22.8 11 250.8OXIGENO m3 1396.9 1.43 1997.6SOLDADURA kg 14180.8 1 14180.8FULMINANTE und 652667.2 0.05 32633.4MECHA O GUIA m 652667.2 0.1 65266.7DINAMITA kg 157379.2 1 157379.2POSTE DE ACERO DE 1.80m x 6mm P/GUARD und 1402.0 80 112161.9ESMALTE EPOXY gal 269.1 4.357931 1172.6ESMALTE POLIURETANO gal 208.8 4.357931 909.9LAMINA REFLECTIVA ALTA INTENSIDAD p2 4909.6 0.05 245.5CAPTAFAROS und 1355.0 0.15 203.3PLATINA DE ACERO 1/8"x 2" m 1020.6 1.27 1296.1TERMINALES TIPO1 und 49.4 8 394.9TERMINALES TIPO 2 und 49.4 15 740.4PERNO Y TUERCA DE GUARDAVIA jgo 1384.6 1.5 2076.9APOYO NEOPRENO 300x250x63mm und 8.0 0.32 2.6APOYO NEOPRENO 300x250x100mm und 8.0 0.32 2.6APOYO NEOPRENO 450x450x140mm und 8.0 0.32 2.6APOYO NEOPRENO 300x250x92mm und 10.0 0.32 3.2TACHAS DELINEADORAS BIDIRECCIONALES und 9135.0 0.25 2283.8TINTA XERIFRAFICA NEGRA gal 14.2 4.1 58.3TINTA XERIFRAFICA ROJA gal 2.0 4.1 8.1BARRENO DE 5 x 1/8" und 27.5 6 165.0PRIMER gal 134.5 4.05 544.9

TONELAJE

10 21520172230

LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28

ABANCAY-OBRA S/. 0.04LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28

ABANCAY-OBRA S/. 0.04LIMA-NAZCA-OBRA S/. 0.28

CUZCO-OBRA S/. 0.10TARMA-HUANCAYO-OBRA S/. 0.29

LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28

CUZCO-OBRA S/. 0.10LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28 ----LIMA-NAZCA-OBRA S/. 0.28

CUZCO-OBRA S/. 0.10LIMA-NAZCA-OBRA S/. 0.28

RUTA DECOMPRA

COSTO DE TRASLADO POR KG

LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28

CUZCO-OBRA S/. 0.10CUZCO-OBRA S/. 0.10CUZCO-OBRA S/. 0.10

LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28

CUZCO-OBRA S/. 0.10LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28 -----LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28LIMA-NAZCA-OBRA S/. 0.28

TOTAL=

C2 C3LIMA- HUANCAYO-OBRA S/. 0.32 S/. 0.32LIMA-NAZCA-OBRA S/. 0.28 S/. 0.28AYACUCHO-OBRA S/. 0.13 S/. 0.13CUZCO-OBRA S/. 0.10 S/. 0.10ABANCAY-OBRA S/. 0.04 S/. 0.04TARMA-HUANCAYO-OBRA S/. 0.29 S/. 0.29TARMA-LIMA-OBRA S/. 0.34 S/. 0.34AREQUIPA-OBRA S/. 0.37 S/. 0.37

C4 T2S1 T2S2 T2S3 ELEGIDOS/. 0.32 S/. 0.32 S/. 0.32 S/. 0.32 S/. 0.32S/. 0.28 S/. 0.28 S/. 0.28 S/. 0.28 S/. 0.28S/. 0.13 S/. 0.13 S/. 0.13 S/. 0.13 S/. 0.13S/. 0.10 S/. 0.10 S/. 0.10 S/. 0.10 S/. 0.10S/. 0.04 S/. 0.04 S/. 0.04 S/. 0.04 S/. 0.04S/. 0.29 S/. 0.29 S/. 0.29 S/. 0.29 S/. 0.29S/. 0.34 S/. 0.34 S/. 0.34 S/. 0.34 S/. 0.34S/. 0.37 S/. 0.37 S/. 0.37 S/. 0.37 S/. 0.37

TONELAJE

COSTO DE TRANSPORTE DE MATERIALES 101520172230

DESCRIPCION UNIDAD CANTIDAD

ACETILENO LIMA-NAZCA-O m3 471.3 S/. 55.00 S/. 307.73 S/. 362.73GASOLINA 84 OCTANOS LIMA-NAZCA-O gal 4589.5 S/. 8.67 S/. 0.70 S/. 9.37PETROLEO DIESSEL #2 LIMA-NAZCA-O gal 277447.8 S/. 9.73 S/. 1.07 S/. 10.80ASFALTO DILUIDO MC-70 O MC-30 LIMA-NAZCA-O l 714238.7 S/. 2.18 S/. 0.26 S/. 2.44NEOPRENE PLANCHA 0.04x0.05x5.70 LIMA-NAZCA-O und 94.1 S/. 233.38 S/. 4.83 S/. 238.21ALAMBRE NEGRO RECOCIDO N° 16 LIMA-NAZCA-O kg 12385.4 S/. 2.95 S/. 0.28 S/. 3.23ALAMBRE NEGRO #8 LIMA-NAZCA-O kg 6761.4 S/. 2.95 S/. 0.28 S/. 3.23ANGULO DE ACERO 1"x1"x3/16" LIMA-NAZCA-O m 1808.3 S/. 6.05 S/. 0.50 S/. 6.55ACERO CORRUGADO fy = 4200 kg/cm2 GRADOLIMA-NAZCA-O kg 260415.4 S/. 2.67 S/. 0.28 S/. 2.95ACERO CORRUGADO fy = 4200 kg/cm2 GRADOLIMA-NAZCA-O kg 158.0 S/. 2.67 S/. 0.28 S/. 2.95ACERO ESTRUCTURAL A36 LIMA-NAZCA-O kg 7049.7 S/. 3.09 S/. 0.28 S/. 3.37ACERO ESTRUCTURAL GRADO 50 PARA PUENTLIMA-NAZCA-O t 25.7 S/. 2,800.00 S/. 277.23 S/. 3,077.23ACERO ESTRUCTURAL GRADO 36 PARA PUENTLIMA-NAZCA-O t 87.4 S/. 2,740.00 S/. 277.23 S/. 3,017.23CLAVOS DIFERENTE MEDIDA LIMA-NAZCA-O kg 7112.6 S/. 3.24 S/. 0.28 S/. 3.52PLANTAS NATIVAS ABANCAY-OBRA kg 1594.8 S/. 3.00 S/. 0.04 S/. 3.04GUARDAVIA METALICA LIMA-NAZCA-O m 4148.0 S/. 57.29 S/. 2.93 S/. 60.22ALCANTARILLA METALICA CIRCULAR TMC Ø=3LIMA-NAZCA-O m 340.0 S/. 120.00 S/. 15.56 S/. 135.56ALCANTARILLA METALICA CIRCULAR TMC Ø=4LIMA-NAZCA-O m 150.0 S/. 240.00 S/. 25.21 S/. 265.21ALCANTARILLA METALICA CIRCULAR TMC Ø=7LIMA-NAZCA-O m 80.0 S/. 360.00 S/. 37.85 S/. 397.85

RUTA DECOMPRA

PRECIO POR UNIDAD S/.

COSTO DE TRASLADO POR UNIDAD

PRECIO TOTAL S/.

ARENA PARA ARENADO ABANCAY-OBRA m3 21.5 S/. 135.00 S/. 72.29 S/. 207.29FIBRA DE VIDRIO DE 4 mm ACABADO LIMA-NAZCA-O m2 376.5 S/. 100.32 S/. 0.28 S/. 100.60TECKNOPOR E=3/4" CUZCO-OBRA m2 3632.1 S/. 2.84 S/. 0.02 S/. 2.86CEMENTO PORTLAND TIPO I (42.5 kg) TARMA-HUANCAYO-OBRAbol 124499.8 S/. 21.62 S/. 15.13 S/. 36.75CEMENTO ASFALTICO LIMA-NAZCA-O kg 6391258.7 S/. 2.02 S/. 0.28 S/. 2.30CAL HIDRATADA LIMA-NAZCA-O kg 1879734.2 S/. 0.68 S/. 0.28 S/. 0.96YESO EN BOLSAS DE 25 kg CUZCO-OBRA bol 8.0 S/. 4.42 S/. 2.41 S/. 6.83TUBO DE ACERO NEGRO STD 3" LIMA-NAZCA-O m 432.8 S/. 20.93 S/. 1.41 S/. 22.34TUBO DE ACERO NEGRO STD 2" LIMA-NAZCA-O m 169.3 S/. 13.97 S/. 2.12 S/. 16.09PERNOS 3/8"x8"+2A-T LIMA-NAZCA-O pza 1114.4 S/. 1.74 S/. 0.42 S/. 2.16PERNOS 5/8"x14"+A+T LIMA-NAZCA-O pza 124.0 S/. 2.73 S/. 0.47 S/. 3.20PERNOS 1 1/4"x4" LIMA-NAZCA-O pza 272.0 S/. 1.73 S/. 0.55 S/. 2.28TURBINOL LIMA-NAZCA-O gal 3170.8 S/. 7.00 S/. 0.91 S/. 7.91ADITIVO MEJORADOR DE ADHERENCIA LIMA-NAZCA-O kg 31956.3 S/. 17.10 S/. 0.28 S/. 17.38PEGAMENTO EPOXICO CUZCO-OBRA gal 45.0 S/. 184.56 S/. 0.29 S/. 184.85DESMOLDADOR PARA ENCOFRADO C/V LIMA-NAZCA-O gal 1687.7 S/. 51.95 S/. 1.19 S/. 53.14MASILLA PLASTICA BITUMINOSA LIMA-NAZCA-O kg 7264.3 S/. 42.06 S/. 0.28 S/. 42.34ADITIVO INCORPORADOR DE AIRE LIMA-NAZCA-O kg 3352.2 S/. 12.24 S/. 0.28 S/. 12.52ADITIVO CURADOR LIMA-NAZCA-O gal 2814.0 S/. 10.53 S/. 1.19 S/. 11.72MADERA TORNILLO CUZCO-OBRA p2 59163.3 S/. 5.18 S/. 0.72 S/. 5.90TRIPLAY DE 19mm PARA ENCONFRADO CUZCO-OBRA pln 3897.2 S/. 100.95 S/. 4.82 S/. 105.77LIJA PARA CONCRETO CUZCO-OBRA hja 644.3 S/. 0.70 S/. 0.01 S/. 0.71PINTURA ESMALTE LIMA-NAZCA-O gal 836.0 S/. 28.53 S/. 1.00 S/. 29.53PINTURA ESMALTE BLANCO LIMA-NAZCA-O gal 8.9 S/. 28.53 S/. 1.00 S/. 29.53PINTURA IMPRIMANTE LIMA-NAZCA-O gal 887.1 S/. 13.32 S/. 1.58 S/. 14.90PINTURA IMPRIMANTE LIMA-NAZCA-O gal 38.7 S/. 13.32 S/. 1.58 S/. 14.90PINTURA PARA TRAFICO LIMA-NAZCA-O gal 2106.6 S/. 42.48 S/. 1.52 S/. 44.00MICROESFERAS DE VIDRIO LIMA-NAZCA-O kg 7313.5 S/. 3.57 S/. 0.28 S/. 3.85PINTURA ANTICORROSIVA LIMA-NAZCA-O gal 30.1 S/. 28.41 S/. 1.18 S/. 29.59DISOLVENTE EPOXI LIMA-NAZCA-O gal 53.8 S/. 32.63 S/. 1.19 S/. 33.82DISOLVENTE XILOL LIMA-NAZCA-O gal 335.7 S/. 52.24 S/. 1.21 S/. 53.45THINNER CORRIENTE LIMA-NAZCA-O gal 42.7 S/. 14.36 S/. 1.01 S/. 15.37

DISOLVENTE PRIMER LIMA-NAZCA-O gal 26.9 S/. 35.48 S/. 1.01 S/. 36.49DISOLVENTE POLIURETANO LIMA-NAZCA-O gal 44.1 S/. 35.40 S/. 1.01 S/. 36.41IMPRIMANTE ASFALTICO MODIFICADO LIMA-NAZCA-O kg 142.3 S/. 39.82 S/. 1.21 S/. 41.03BARRENO 5"x 1/8" LIMA-NAZCA-O und 10053.7 S/. 329.65 S/. 1.55 S/. 331.20TUBO PVC SAP CLASE 10 D=6" LIMA-NAZCA-O m 566.9 S/. 37.12 S/. 7.76 S/. 44.88TUBO PVC SAP CLASE 10 D=1/2" LIMA-NAZCA-O m 140.7 S/. 0.87 S/. 0.35 S/. 1.22TUBO PVC SAP CLASE 10 D=3" LIMA-NAZCA-O m 22.8 S/. 8.60 S/. 3.05 S/. 11.65OXIGENO CUZCO-OBRA m3 1396.9 S/. 20.00 S/. 0.14 S/. 20.14SOLDADURA LIMA-NAZCA-O kg 14180.8 S/. 11.86 S/. 0.28 S/. 12.14FULMINANTE LIMA-NAZCA-O und 652667.2 S/. 0.56 S/. 0.01 S/. 0.57MECHA O GUIA LIMA-NAZCA-O m 652667.2 S/. 0.63 S/. 0.03 S/. 0.66DINAMITA LIMA-NAZCA-O kg 157379.2 S/. 9.83 S/. 0.28 S/. 10.11POSTE DE ACERO DE 1.80m x 6mm P/GUARDALIMA-NAZCA-O und 1402.0 S/. 121.56 S/. 22.18 S/. 143.74ESMALTE EPOXY LIMA-NAZCA-O gal 269.1 S/. 91.65 S/. 1.21 S/. 92.86ESMALTE POLIURETANO LIMA-NAZCA-O gal 208.8 S/. 153.01 S/. 1.21 S/. 154.22LAMINA REFLECTIVA ALTA INTENSIDAD LIMA-NAZCA-O p2 4909.6 S/. 11.35 S/. 0.01 S/. 11.36CAPTAFAROS LIMA-NAZCA-O und 1355.0 S/. 16.90 S/. 0.04 S/. 16.94PLATINA DE ACERO 1/8"x 2" LIMA-NAZCA-O m 1020.6 S/. 4.55 S/. 0.35 S/. 4.90TERMINALES TIPO1 LIMA-NAZCA-O und 49.4 S/. 78.42 S/. 2.22 S/. 80.64TERMINALES TIPO 2 LIMA-NAZCA-O und 49.4 S/. 126.00 S/. 4.16 S/. 130.16PERNO Y TUERCA DE GUARDAVIA LIMA-NAZCA-O jgo 1384.6 S/. 27.85 S/. 0.42 S/. 28.27APOYO NEOPRENO 300x250x63mm LIMA-NAZCA-O und 8.0 S/. 96.90 S/. 0.09 S/. 96.99APOYO NEOPRENO 300x250x100mm LIMA-NAZCA-O und 8.0 S/. 215.11 S/. 0.09 S/. 215.20APOYO NEOPRENO 450x450x140mm LIMA-NAZCA-O und 8.0 S/. 580.39 S/. 0.09 S/. 580.48APOYO NEOPRENO 300x250x92mm LIMA-NAZCA-O und 10.0 S/. 197.91 S/. 0.09 S/. 198.00TACHAS DELINEADORAS BIDIRECCIONALES LIMA-NAZCA-O und 9135.0 S/. 5.90 S/. 0.07 S/. 5.97TINTA XERIFRAFICA NEGRA LIMA-NAZCA-O gal 14.2 S/. 1,108.94 S/. 1.14 S/. 1,110.08TINTA XERIFRAFICA ROJA LIMA-NAZCA-O gal 2.0 S/. 1,108.94 S/. 1.14 S/. 1,110.08BARRENO DE 5 x 1/8" LIMA-NAZCA-O und 27.5 S/. 329.65 S/. 1.66 S/. 331.31PRIMER LIMA-NAZCA-O gal 134.5 S/. 173.05 S/. 1.12 S/. 174.17

--------

DISTANCIAS REALES Y VIRTUALES

LIMA-NAZCA-"CAMPAMENTO"

LIMA 0 0 0.0 0DVO PUQUIO 445.01 1.0 445.0 445.0

PUQUIO 155.47 1.7 258.1 600.5CHALHUANCA 186.65 1.4 261.2 787.1ABANCAY 120.55 1.2 147.1 907.7CAMPAMENTO 93.2 1.4 130.4 1000.9

LIMA-OROYA-HUANCAYO-AYACUCHO-"CAMPAMENTO"

LIMA 0 0 0 0

OROYA 174.2 1.3 220.88 174.2CONCEPCION 103.67 1.4 145.14 277.9SAN JERONIMO 5.53 1.4 7.74 283.4TAMBO 12.72 1.4 17.81 296.1HUANCAYO 2.68 1.4 3.75 298.8IZCUCHACA 68.54 2.6 179.54 367.3HUANTA 140.2 1.5 212.64 507.5AYACUCHO 48.6 1.4 68.04 556.1ANDAHUAYLAS 260.6 2.0 515.62 816.7CAMPAMENTO 45 1.4 63 861.7

AYACUCHO-"CAMPAMENTO"

AYACUCHO 0 0 0 0.0ANDAHUAYLAS 260.6 2.0 515.62 260.6CAMPAMENTO 45 1.4 63 305.6

CUZCO-"CAMPAMENTO"

DISTANCIA REAL

FACTOR DE MOVILIZACION

DISTANCIA VIRTUAL(Km)

DISTANCIA REAL ACUMULADO(Km)

DISTANCIA REAL(Km)




DISTANCIA REAL(Km)




DISTANCIA REAL(Km)




CUZCO 0 0 0.00 0.0CURAHUASI 125.35 1.3 166.72 125.4ABANCAY 72.7 1.4 101.78 198.1CAMPAMENTO 93.2 1.4 130.48 291.3

ABANCAY-"CAMPAMENTO"

ABANCAY 0 0.00 0.0CAMPAMENTO 93.2 1.4 130.48 93.2

TARMA-HUANCAYO-AYACUCHO-"CAMPAMENTO"

TARMA 0 0.00 0.0OROYA 55.76 1.4 78.06 55.8CONCEPCION 103.67 1.4 145.14 159.4SAN JERONIMO 5.53 1.4 7.74 165.0TAMBO 12.72 1.4 17.81 177.7HUANCAYO 2.68 1.4 3.75 180.4IZCUCHACA 68.54 2.6 179.54 248.9HUANTA 140.2 1.5 212.64 389.1AYACUCHO 48.6 1.4 68.04 437.7ANDAHUAYLAS 260.6 2.0 515.62 698.3CAMPAMENTO 45 1.4 63.00 743.3

TARMA-LIMA-NAZCA-"CAMPAMENTO"

TARMA 0 0.00 0.0OROYA 55.76 1.4 78.06 55.8MOROCOCHA 34.2 1.4 47.88 90.0SAN MATEO 45 1.4 62.98 135.0MATUCANA 18.6 1.4 26.04 153.6LIMA 76.4 1.1 83.3 230.0DVO PUQUIO 445.01 1.0 445.0 675.0PUQUIO 155.47 1.7 258.1 830.4CHALHUANCA 186.65 1.4 261.2 1017.1ABANCAY 120.55 1.2 147.1 1137.6CAMPAMENTO 93.2 1.4 130.4 1230.8

DISTANCIA REAL(Km)




DISTANCIA REAL(Km)




DISTANCIA REAL(Km)




AREQUIPA-JULIACA-CUSCO-ABANCAY-"CAMPAMENTO"

AREQUIPA 0 0.00 0.0DVO IMATA 128.6 2.8 360.08 128.6SANTA LUCIA 90 2.8 252.00 218.6DVO JULIACA 62.1 2.8 173.88 280.7JULIACA 0.91 1.4 1.27 281.6DVO TINTAYA 206.11 1.4 288.6 487.7URCOS 92.7 1.4 129.8 580.4CUZCO 46.03 1.4 64.0 626.5CURAHUASI 125.35 1.3 166.7 751.8ABANCAY 72.7 1.4 101.8 824.5CAMPAMENTO 93.2 1.4 130.4 917.7

DISTANCIA REAL(Km)




COSTO DE TRANSPORTE POR DISTANCIA

TIPO DE VEHICULO:CAPACIDAD DE CARGA:CICLO:

COSTO APLICADO:

0445.0

703.1964.3 LIMA- HUANCAYO-OBRA

1111.4 LIMA-NAZCA-OBRA1241.8 AYACUCHO-OBRA

CUZCO-OBRAABANCAY-OBRATARMA-HUANCAYO-OBRATARMA-LIMA-OBRA

AREQUIPA-OBRA

0

220.9 TIPO DE VEHICULO:366.0 CAPACIDAD DE CARGA(Tn):373.8 CICLO:391.6 RUTA:395.3 DISTANCIA VIRTUAL(Km):574.9 COSTO ACTUAL(SOLES/Kg):787.5855.5

1371.21434.2

0.0515.6578.6

DISTANCIA VIRTUAL ACUMULADO(Km)

RUTA




0.0166.7268.5399.0

0.0130.5

0.078.1

223.2230.9248.8252.5432.0644.7712.7

1228.31291.3

0.078.1

125.9188.9215.0298.2743.3

1001.31262.61409.71540.1




0.0360.1612.1786.0787.2

1075.81205.61269.51436.31538.01668.5


COSTO DE TRANSPORTE POR DISTANCIA

SEGÚN TONELAJESEGÚN TIPO DE VEHICULONORMAL +FRV

SEGÚN DISTANCIA

C2

NORMAL COSTO

1434 S/. 2,167.00 S/. 3,033.00 S/. 0.30 1.061242 S/. 1,877.00 S/. 2,627.00 S/. 0.26 1.06579 S/. 875.00 S/. 1,225.00 S/. 0.12 1.06399 S/. 653.12 S/. 914.37 S/. 0.09 1.06130 S/. 380.62 S/. 380.62 S/. 0.04 1.06

1291 S/. 1,951.00 S/. 2,731.00 S/. 0.27 1.061540 S/. 2,327.00 S/. 3,258.00 S/. 0.33 1.06

1668 S/. 2,520.00 S/. 3,528.00 S/. 0.35 1.06

CODIGO

417

NORMAL + FRV2

1242S/. 0.28

ACTUALIZACION DE PRECIOS

INDICE UNIFICADOS DE PRECIOS DE PRECIOSDEPARTAMENTO: JUNIN (3)CODIGO: 32(FLETE TERRESTRE)

FUENTE: REVISTA COSTOS FEBRERO 2013FECHA:

ENERO 2013INDICE UNIFICADOS: 451

FUENTE: INSTITUTO DE ESTADISTICA E INFORMATICAFECHA: DICIEMBRE 2010INDICE UNIFICADOS: 427.41

DISTANCIA REAL AL CAMPAMENTO(Km) NORMAL

+ FRVFACTOR DE

ACTUALIZACION

C2 C3 C4

NORMAL COSTO NORMAL

S/. 0.32 S/. 3,250.00 S/. 4,550.00 S/. 0.30 1.06 S/. 0.32 S/. 4,333.00S/. 0.28 S/. 2,815.00 S/. 3,941.00 S/. 0.26 1.06 S/. 0.28 S/. 3,753.00S/. 0.13 S/. 1,312.00 S/. 1,837.00 S/. 0.12 1.06 S/. 0.13 S/. 1,750.00S/. 0.10 S/. 979.68 S/. 1,371.55 S/. 0.09 1.06 S/. 0.10 S/. 1,306.24S/. 0.04 S/. 570.94 S/. 570.94 S/. 0.04 1.06 S/. 0.04 S/. 761.25S/. 0.29 S/. 2,926.00 S/. 4,096.00 S/. 0.27 1.06 S/. 0.29 S/. 3,901.00S/. 0.34 S/. 3,490.00 S/. 4,886.00 S/. 0.33 1.06 S/. 0.34 S/. 4,654.00

S/. 0.37 S/. 3,780.00 S/. 5,292.00 S/. 0.35 1.06 S/. 0.37 S/. 5,040.00

ACTUALIZACION DE PRECIOS

INICIO

K= 1.06

COSTO ACTUAL

NORMAL + FRV

FACTOR DE ACTUALIZACION

COSTO ACTUAL

C4 T2S1

COSTO NORMAL COSTO

S/. 6,067.00 S/. 0.30 1.06 S/. 0.32 S/. 3,683.00 S/. 5,157.00 S/. 0.30S/. 5,254.00 S/. 0.26 1.06 S/. 0.28 S/. 3,190.00 S/. 4,466.00 S/. 0.26S/. 2,449.00 S/. 0.12 1.06 S/. 0.13 S/. 1,487.00 S/. 2,082.00 S/. 0.12S/. 1,828.74 S/. 0.09 1.06 S/. 0.10 S/. 1,110.31 S/. 1,554.43 S/. 0.09S/. 761.25 S/. 0.04 1.06 S/. 0.04 S/. 647.06 S/. 647.06 S/. 0.04

S/. 5,462.00 S/. 0.27 1.06 S/. 0.29 S/. 3,316.00 S/. 4,642.00 S/. 0.27S/. 6,515.00 S/. 0.33 1.06 S/. 0.34 S/. 3,956.00 S/. 5,538.00 S/. 0.33

S/. 7,057.00 S/. 0.35 1.06 S/. 0.37 S/. 4,284.00 S/. 5,998.00 S/. 0.35

NORMAL + FRV


COSTO ACTUAL

NORMAL + FRV

T2S1 T2S2

NORMAL COSTO

1.06 S/. 0.32 S/. 4,767.00 S/. 6,673.00 S/. 0.30 1.061.06 S/. 0.28 S/. 4,128.00 S/. 5,780.00 S/. 0.26 1.061.06 S/. 0.13 S/. 1,925.00 S/. 2,694.00 S/. 0.12 1.061.06 S/. 0.10 S/. 1,436.87 S/. 2,011.61 S/. 0.09 1.061.06 S/. 0.04 S/. 837.37 S/. 837.37 S/. 0.04 1.061.06 S/. 0.29 S/. 4,291.00 S/. 6,008.00 S/. 0.27 1.061.06 S/. 0.34 S/. 5,119.00 S/. 7,167.00 S/. 0.33 1.06

1.06 S/. 0.37 S/. 5,544.00 S/. 7,762.00 S/. 0.35 1.06


COSTO ACTUAL

NORMAL + FRV


T2S2 T2S3

NORMAL COSTO

S/. 0.32 S/. 6,500.00 S/. 9,100.00 S/. 0.30 1.06 S/. 0.32S/. 0.28 S/. 5,630.00 S/. 7,881.00 S/. 0.26 1.06 S/. 0.28S/. 0.13 S/. 2,624.00 S/. 3,674.00 S/. 0.12 1.06 S/. 0.13S/. 0.10 S/. 1,959.36 S/. 2,743.11 S/. 0.09 1.06 S/. 0.10S/. 0.04 S/. 1,141.87 S/. 1,141.87 S/. 0.04 1.06 S/. 0.04S/. 0.29 S/. 5,852.00 S/. 8,192.00 S/. 0.27 1.06 S/. 0.29S/. 0.34 S/. 6,980.00 S/. 9,773.00 S/. 0.33 1.06 S/. 0.34

S/. 0.37 S/. 7,561.00 S/. 10,585.00 S/. 0.35 1.06 S/. 0.37

COSTO ACTUAL

NORMAL + FRV

FACTOR DE ACTUALIZAC

IONCOSTO

ACTUAL

C2 10C3 15C4 20T2S1 17

T2S2 22T2S3 30

TIPO DE VEHICULO

C2 C3 C4 T2S1 T2S2

LIMA- HUANCAYO-OBRA S/. 0.32 S/. 0.32 S/. 0.32 S/. 0.32 S/. 0.32LIMA-NAZCA-OBRA S/. 0.28 S/. 0.28 S/. 0.28 S/. 0.28 S/. 0.28AYACUCHO-OBRA S/. 0.13 S/. 0.13 S/. 0.13 S/. 0.13 S/. 0.13CUZCO-OBRA S/. 0.10 S/. 0.10 S/. 0.10 S/. 0.10 S/. 0.10ABANCAY-OBRA S/. 0.04 S/. 0.04 S/. 0.04 S/. 0.04 S/. 0.04TARMA-HUANCAYO-OBRA S/. 0.29 S/. 0.29 S/. 0.29 S/. 0.29 S/. 0.29TARMA-LIMA-OBRA S/. 0.34 S/. 0.34 S/. 0.34 S/. 0.34 S/. 0.34

AREQUIPA-OBRAS/. 0.37 S/. 0.37 S/. 0.37 S/. 0.37 S/. 0.37

TIPO DE VEHICULO

T2S3

S/. 0.32S/. 0.28S/. 0.13S/. 0.10S/. 0.04S/. 0.29S/. 0.34

S/. 0.37

Precios y cantidades de recursos requeridos por tipo

101010002 CAPATAZ101010003 OPERARIO101010004 OFICIAL101010005 PEON101030000 TOPOGRAFO101030008 CONTROLADOR103020006 NIVELADOR

301000020 NIVEL TOPOGRAFICO CON TRIPODE301000021 ESTACION TOTAL CON 3 PRISMAS

3010400030004 MOTOBOMBA DE 4" (12 HP)3010400030005 MOTOBOMBA 34 HP 8"

301050005 TECLE DE 3ton301080007 GATAS DE 50 ton301100001 COMPACTADORA VIBRATORIA TIPO PLANCHA 7 HP

3011000040002 RODILLO NEUMATICO AUTOPREPULSADO 135HP 9- 26ton3011000050002 RODILLO TANDEM VIBRATORIO AUTOPROPULSADO 111-130HP 9-11ton3011000060001 RODILLO LISO VIBRATORIO AUTOPROPULSADO 1.8 ton3011000060003 RODILLO LISO VIBRATORIO AUTOPROPULSADO 101-135HP 10-12ton3011000060004 RODILLO LISO VIBRATORIO MANUAL 10.8HP 0.8-1.1ton

301120002 EQUIPO DE PINTURA3011200020003 EQUIPO PARA PINTAR PAVIMENTO

301120005 EQUIPO DE CORTE301120006 EQUIPO DE ARENADO301140002 MARTILLO HIDRAULICO

3011400020002 MARTILLO NEUMATICO DE 29 kg3011400060003 COMPRESORA NEUMATICA 250 - 330 PCM - 87 HP3011400060004 COMPRESORA NEUMATICA 196HP 600-690PCM3011600010003 CARGADOR SOBRE LLANTAS DE 125-135 HP 3 yd33011600010005 CARGADOR SOBRE LLANTAS DE 200-250 HP 4-4.1yd33011600010006 CARGADOR SOBRE LLANTAS DE 125-155 HP 3 yd33011600030003 MONTACARGA 80HP 5000kg3011700010001 EXCAVADORA SOBRE ORUGAS 115-165 HP3011700020001 RETROEXCAVADORA SOBRE LLANTAS 58 HP 1/2 y33011700020002 RETROEXCAVADORA SOBRE ORUGAS 115 - 165 HP3011700020009 RETROEXCAVADORA SOBRE ORUGAS 170 - 250 HP 1.1-2.75yd33011700020010 RETROEXCAVADORA SOBRE ORUGAS 115 - 165 HP 0.75-1.4Y3011800010002 TRACTOR DE TIRO DE 80 HP3011800020001 TRACTOR DE ORUGAS DE 190-240 HP3012000010004 MOTONIVELADORA DE 145 - 150 HP3012100010004 GRUA HIAB SOBRE CAMION DE 5ton3012200030006 CAMIONETA 4 X 23012200040005 CAMION VOLQUETE 6x4 330HP 15 m3

3012200050005 CAMION CISTERNA 4x2 (AGUA) 122 2000gl3012200080001 CAMION IMPRIMADOR DE 1800 gl3012500010009 GRUPO ELECTROGENO DE 116HP 75 KW.3012500010010 GRUPO ELECTROGENO DE 140HP 90KW.3012500010011 GRUPO ELECTROGENO DE 230HP 150KW.

301270005 MOTOSOLDADORA DIESEL 300A3012900030004 MEZCLADORA DE CONCRETO 11 P3 18 HP

301290004 VIBRADOR DE CONCRETO 1.5"301330008 MOTOSIERRA DE 30"301340008 ANDAMIO METALICO301350004 LAVADORA DE AGREGADOS 60-150 tn/h

3013900030002 PLANTA DE ASFALTO 60-150tn/h inc/s arido s/c. aceite/fajas/cilos301390005 BARREDORA MECANICA301390009 PAVIMENTADORA DE 105HP301390011 PANEL METALICO TIPO BAILEY

3014000010003 CHANCADORA PRIMARIA MANDIBULA 15"x24" 30HP 46-70tn/h3014000010004 CHANCADORA SECUNDARIA- 36" 75HP 46-70tn/h3014000040002 ZARANDA VIBRATORIA 4"x6"x14" MOTOR ELECTRICO 15HP

301400005 ZARANDA ESTATICA

MANO DE OBRAUNIDAD CANTIDAD PRECIO PARCIAL

hh 69,140.91 18.25 1,261,821.57hh 99,049.10 14.04 1,390,649.36hh 179,149.33 12.32 2,207,119.76hh 586,320.67 11.15 6,537,475.50hh 1,200.00 18.25 21,900.00hh 19,893.34 12.32 245,085.99hh 1,200.00 14.04 16,848.00

MATERIALES 11,680,900.18

EQUIPOShe 1,200.00hm 1,200.00hm 8.6868hm 9,350.32hm 1,435.14hm 1,435.14hm 14,798.68hm 1,235.81hm 1,235.81hm 101.5747hm 19,909.43hm 1,133.32hm 965.164hm 208.9562hm 977.6175hm 215.26hm 35.264hm 68,885.16hm 1,261.22hm 17,126.95hm 1.9812hm 31,917.56hm 5,364.67hm 430.5599hm 1.0668hm 16.53hm 35.264hm 5,923.33hm 9,080.94hm 1,072.33hm 43,747.68hm 8,779.73

hm 166.9896hm 371.4717hm 211,260.66

hm 14,271.90hm 1,072.33hm 25,430.98hm 7,901.20hm 1,605.74hm 1,254.05hm 7,284.42hm 7,284.42hm 2,688.00hm 215.26hm 7,144.62hm 1,605.74hm 1,072.33hm 1,235.81hm 516.624hm 7,901.20hm 7,901.20hm 15,077.96hm 5,364.67

01.ta.caminos

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