distancias medias

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PROYECTO ESPECIAL SIERRA CENTRO SUR DETERMINACION DE LA DISTANCIA MEDIA - CONSTRUCCION DE DIQUE TRAMO: SAN JUAN VIÑACA, PARAISO, SIMPAPATA / SAN JOSE DE TICCLLAS / AYACUCHO Inicio del Tramo 0+000.00 Fín de Tramo 4+500.00 GAVIONES INFLUENCIA DISTANCIA ACCESOS DISTANCIA VOLUMEN VOL. X DIST TOTAL KM KM KM KM KM KM M3 KM - M3 01 0+450.00 0+000.00 0+450.00 0.23 25.000 25.23 691.29 17,437.68 0+450.00 1+075.00 0.31 25.000 25.31 1,265.63 32,036.13 02 1+700.00 1+075.00 1+700.00 0.31 28.000 28.31 691.29 19,572.03 1+700.00 1+925.00 0.11 28.000 28.11 1,012.50 28,463.91 03 2+150.00 1+925.00 2+150.00 0.11 32.000 32.11 691.29 22,198.92 2+150.00 2+350.00 0.10 32.000 32.10 1,012.50 32,501.25 04 2+550.00 2+350.00 2+550.00 0.10 33.000 33.10 691.29 22,881.56 2+550.00 2+800.00 0.13 33.000 33.13 1,265.63 41,923.83 05 3+050.00 2+800.00 3+050.00 0.13 40.000 40.13 691.29 27,737.84 3+050.00 3+400.00 0.18 40.000 40.18 1,012.50 40,677.19 06 3+750.00 3+400.00 3+750.00 0.18 42.000 42.18 691.29 29,154.98 3+750.00 3+400.00 -0.18 42.000 41.83 691.29 28,913.03 TOTAL 10,407.75 343,498.35 Distancia Media = Tota (Volumen) Distancia Media = 33.00 KM Total (Vol x Dist) INICIO DE TRAMO KM 0+000 FIN DE KM 4 KM 0+450 KM 1+700 KM 2+150 KM 2+550 KM 3+050 KM 3+750

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CALCULO DE DISTANCIAS MEDIAS PARA AGREGADOS Y AGUA

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EQUIPO-BASEMINISTERIO DE TRANSPORTES, COMUNICACIONES, VIVIENDA Y CONSTRUCCIONBANCO INTERNACIONAL PARA LA RECONSTRUCCION Y DESARROLLODIRECCION GENERAL DE CAMINOSMINISTERIO DE TRANSPORTES, COMUNICACIONES, VIVIENDA Y CONSTRUCCIONCARRETERA : OLLANTAYTAMBO - QUILLABAMBA - KITENICARRETERA: OLMOS - CORRAL QUEMADOTRAMO : OLLANTAYTAMBO - ALFAMAYOTRAMO I: KM 0+000 AL KM 89+000COSTO DE UTILIZACION HORARIO DE EQUIPO MECANICOCOSTO DE UTILIZACION HORARIO DE EQUIPO MECANICOFACTOR ZONA ( SIERRA ) :1.02TIPO DE CAMBIO :3.493VIDAVALORDEREC.DESAD.VALOR DECOSTOVALOR SALVAT.COMBUSTIB.ACEITEGRASAFILTRONEUMATICOSVIDACOSTO HORARIO DE POSESIONCOSTO HORARIO DE OPERACIONCOSTO DECOSTO DECOSTO TOTALEQUIPO MECANICOPOT.CAPACIDADPESOUTILVPICIF.15%2.60%ADQUISIC.NEUMAT.1gl=5.761gl=201lb=20.0020%COSTOCANT.V.UTILUTIL%DEPREC.SEGUR.INTERES BANCARIOTOTAL HOR.REPAR.COMBUST.ACEIT.FILTRONEUMAT.OPERADORTOTAL HOR.POSECIONOPERACIONDE UTILIZAC.HPKGAOSU.S.$US.$US.$US.$US.$%US.$gl/HrS/.gl/HrS/.lb/HrS/.C+A+GS/.Hr.hr.MRUS.$5%IMPORT.NAC.POSECIONY+8.40OPERACIONFACT.SELVAFACT.SELVAHORARIO15.02%31.90%US.$MANT.GRASAS/.S/.S/.S/.1MEZ. CONCRETO T.TAMBOR2311 p32,20050.612,1821,82747.5114,05770172,389.660.482.770.0110.220.010.20.6424513,0009,6000.81.220.220.570.192.201.172.770.420.640.085.087.845.1813.022CAMIONETA PICK-UP C/SIMP.1071,000 kg2,45080.5618,0002,70070.220,770155255,192.552.112.10.122.40.0513.154111,00015,3600.51.010.30.790.262.360.6812.13.43.10.548.4028.228.4128.7837.193VOLQUETE 6*433010 m326,0008.50.5671,42810,714278.5782,4212,7152520,605.198.7950.670.295.80.142.811.85948312,00016,3200.53.791.23.131.029.142.5350.678.611.854.748.4086.7932.5688.53121.09CISTERNA (4X2) AGUA37 m38.50.560000610250.003.319.020.132.60.061.24.56213112,00016,3200.500000.00019.023.84.561.078.4036.850.037.5937.594CISTERNA (4X2) AGUA145 - 1652000 gln13,0008.50.5600035,000610258,750.003.319.020.132.60.061.24.56213112,00016,3200.51.610.51002.121.0719.023.84.561.078.4037.927.5538.6846.235EQUIPO DE SOLDAR225 AMP9050.6385581.544425111.06000009,6000.030.010.020.010.070008.408.400.258.578.82COMPRESORA NEUMATICA87250-330 PCM2,00080.5619,8912,98477.5722,952100173,901.882.413.830.081.60.0513.2934916,00015,3600.81.240.330.870.282.721.213.832.63.290.068.4029.389.6929.9739.666COMPRESORA NEUMATICA93335-375 PCM2,50080.560000100170.007.342.080.173.40.081.69.4234916,00015,3600.800000.00042.0859.420.068.4064.960.066.2666.267COMPRESORA NEUMATICA196600-690 PCM5,00080.560000100170.007.342.080.173.40.081.69.4234916,00015,3600.800000.00042.0859.420.068.4064.960.066.2666.268BARREDORA MECANICA10 - 207 P.LONG.1,00060.5811,4491,71744.6513,211700.1722.4615.760.030.60.081.61.5924513,00011,5200.81.140.20.520.172.030.925.762.21.590.088.4018.957.2319.3326.569MARTILLO NEUMATICO25-29 KG2930.673,73656014.574,31108344.88000005,7600.30.690.080.20.061.030.220000.223.670.223.8910MARTILLO NEUMATICO21-24 KG2430.672,4913749.712,87408229.95000005,7600.30.460.050.130.040.680.150000.152.420.152.5711CARGADOR SOBRE LLANTAS160-1953.5 yd318,58560.58155,87423,381607.91179,8632,3001832,375.345.732.850.173.40.081.67.57803412,00011,52012.82.727.072.3124.90032.8557.574.028.4057.8488.7259.00147.7212RETROEXCAVADORA S/O115-1650.75-1.6 Yd323,40060.58142,27521,341554.87164,17102541,042.78528.820.1530.071.46.64011,5200.310.692.486.462.1121.744.2828.824.46.6408.4052.5477.4653.59131.05TRACTOR SOBRE ORUGAS140 - 16014,90060.58145,31021,797566.71167,67302541,918.305.129.40.1530.071.46.76011,52010.922.536.592.1622.20029.44.46.7608.4048.9679.1049.94129.0413TRACTOR SOBRE ORUGAS190 - 24020,52060.58272,03040,8051060.92313,89502578,473.867.744.380.224.40.1210.16011,52020.444.7412.344.0341.55044.386.410.1608.4069.34148.0470.73218.7714TRACTOR SOBRE ORUGAS300 - 33031,98060.58272,03040,8051060.92313,89502578,473.867.744.380.224.40.1210.16011,52020.444.7412.344.0341.55044.386.410.1608.4069.34148.0470.73218.7715TRACTOR DE TIRO MF 290804,32080.5623,1823,47790.4126,750405256,687.432.1312.280.081.60.0512.98141516,00015,3601.310.391.020.333.05012.282.62.980.248.4026.5010.8727.0337.9016COMPACT.VIB. TIPO PLANCHA716020.751,5452326.031,78308142.620.31.730.0050.10.020.40.4503,8400.50.430.030.090.030.580.231.730.50.4508.4011.312.0711.5413.6117RODILLO TANDEM ESTATICO58 - 708 - 10 Tn.8,80070.5752,3107,847204.0160,36102515,090.131.69.220.071.40.040.82.28013,4400.753.370.92.330.767.363.379.222.22.2808.4025.4726.2225.9852.2018RODILLO NEUMATICO AUTOPR.81 - 1005.5 - 20 Tn.5,50060.5872,72010,908283.6183,9121,0802520,977.900.090.520.0512.2645.29.34377214,00011,5200.55.461.273.31.0811.113.640.5246.29.340.948.4069.0439.5870.42110.0019RODILLO LISO VIB.AUTOP.70 - 1007 - 9 Tn.7,30050.672,00010,800280.883,0815002520,770.202.6615.330.091.80.0513.63174714,0009,6000.756.491.33.381.112.276.4915.332.83.630.448.4037.0943.7237.8381.5520CHANCADORA PRIM/SECUND.46 - 70 Ton/h39,000100.55385,65457,8481504.05445,0062,03025111,251.54000.480709116,00019,2000.617.386.3716.595.4245.7613.91001.188.4023.49163.0423.96187.0021ZARANDA VIBRATORIA15 ME11 Kw.7,000100.5596,28514,443375.51111,1038152527,775.82000.360284716,00019,2000.654.341.594.141.3511.423.76000.478.4012.6340.6912.8853.5722MOTONIVELADORA12511,51580.56118,50017,775462.15136,7371,5002534,184.29423.060.132.60.0515.33524014,50015,3606.681.995.191.715.56023.063.65.331.168.4041.5555.4442.3897.8223ESPARCIDOR DE AGREGADOS12,000100.55140,31821,048547.24161,91302540,478.241.8610.720.071.40.040.82.58019,2000.76.322.326.041.9716.655.910.722.22.5808.4029.8059.3230.4089.7224PAVIMENTADORA S/ORUGAS691012,000100.55135,00020,250526.5155,77702538,944.131.8610.720.071.40.040.82.58019,2000.76.092.235.811.916.035.6810.722.22.5808.4029.5857.1130.1787.2825PLANTA DE ASFALTO (*)60 - 115 Ton/h22,700100.55539,30180,8952103.27622,29950025155,574.86000.480174716,00019,2000.724.318.9123.27.5864.0022.69000.298.4031.38228.0232.01260.0326GRUPO ELECTROGENO75 Kw.1,50060.5815,7942,36961.618,2250254,556.180000011,5200.71.190.280.720.232.421.110001.118.621.139.7527GRUPO ELECTROGENO150 Kw.2,00060.5824,6363,69596.0828,4270257,106.870000011,5200.71.850.431.120.373.771.730001.7313.431.7615.1928CAMION IMPRIMADOR178 - 2101,800 gl16,47580.5669,58010,437271.3680,2881,0202520,072.095.5932.220.240.127.64356312,00015,3600.53.921.173.0519.142.6132.2267.641.788.4058.6532.5659.8292.38BOMBA DE CONCRETO1222,000 gls.13,0008.50.5649,5387,431193.257,1626102514,290.483.319.020.132.60.061.24.56213112,00016,3200.52.630.832.170.716.341.7519.023.84.561.078.4038.6022.5939.3761.9629VIBRADOR DE CONCRETO41.25 plg20.751,4112125.51,62808130.25000003,8400.40.390.030.080.030.530.170000.171.890.172.0630FAJA TRANSPORTADORA 18" x 5150 T/H4,00020.751,4112125.51,62808130.25000003,8400.40.390.030.080.030.530.170000.171.890.172.0631MAQUINA PINTAR PAVIM.13560.5839,8595,979155.4545,9932511,498.330000011,5200.52.990.691.810.596.0820008.4010.4021.6610.6132.27(*) Incluye Calentador de Aceite y Secador de Aridos.(*) Incluye Calentador de Aceite y Secador de Aridos.MEZ. CONCRETO T.TAMBOR12,182CAMIONETA PICK-UP C/SIMP.12,619VOLQUETE 6*471,428CISTERNA (4X2) AGUACISTERNA (4X2) AGUAEQUIPO DE SOLDAR385COMPRESORA NEUMATICA19,891COMPRESORA NEUMATICACOMPRESORA NEUMATICABARREDORA MECANICA11,449MARTILLO NEUMATICO3,736MARTILLO NEUMATICO2,491CARGADOR SOBRE LLANTAS155,874RETROEXCAVADORA S/O142,275TRACTOR SOBRE ORUGAS145,310TRACTOR SOBRE ORUGAS272,030TRACTOR SOBRE ORUGAS272,030TRACTOR DE TIRO MF 29023,182COMPACT.VIB. TIPO PLANCHA1,545RODILLO TANDEM ESTATICO52,310RODILLO NEUMATICO AUTOPR.72,720RODILLO LISO VIB.AUTOP.72,000CHANCADORA PRIM/SECUND.385,654ZARANDA VIBRATORIA96,285MOTONIVELADORA118,500ESPARCIDOR DE AGREGADOS140,318PAVIMENTADORA S/ORUGAS135,000PLANTA DE ASFALTO (*)539,301GRUPO ELECTROGENO15,794GRUPO ELECTROGENO24,636CAMION IMPRIMADOR69,580BOMBA DE CONCRETO49,538VIBRADOR DE CONCRETO1,411FAJA TRANSPORTADORA 18" x 51,411MAQUINA PINTAR PAVIM.39,859

&L&6C:\FORMATOS\METRADOS\PRECIOSPROYECTOS 06:VIENE DE INSUMOSPROYECTOS 06:VENDRA DE INSUMOSPROYECTOS 06:VIENE DE INSUMOSPROYECTOS 06:VIENE DE JORNALPROYECTOS 06:ACTUALIZARPROYECTOS 06:ACTUALIZAR

DISTAN MEDIA_BOTADERO _ELIMINACPROYECTO ESPECIAL SIERRA CENTRO SURDETERMINACION DE LA DISTANCIA MEDIA - CONSTRUCCION DE DIQUETRAMO:SAN JUAN VIACA, PARAISO, SIMPAPATA / SAN JOSE DE TICCLLAS / AYACUCHOInicio del Tramo0000.00+Fn de Tramo4500.00+GAVIONESINFLUENCIADISTANCIAACCESOSDISTANCIAVOLUMENVOL. X DISTTOTALNKMKMKMKMKMKMM3KM - M3010450.00+0000.00+0450.00+0.2325.00025.23691.2917,437.6811.251501406.250.4096508456576.070450.00+1075.00+0.3125.00025.311,265.6332,036.1311.251501406.250.751054.69021700.00+1075.00+1700.00+0.3128.00028.31691.2919,572.0311.251501406.250.4096508456576.071700.00+1925.00+0.1128.00028.111,012.5028,463.9111.251501406.250.6843.75032150.00+1925.00+2150.00+0.1132.00032.11691.2922,198.9211.251501406.250.4096508456576.072150.00+2350.00+0.1032.00032.101,012.5032,501.2511.251501406.250.6843.75042550.00+2350.00+2550.00+0.1033.00033.10691.2922,881.5611.251501406.250.4096508456576.072550.00+2800.00+0.1333.00033.131,265.6341,923.8311.251501406.250.751054.69053050.00+2800.00+3050.00+0.1340.00040.13691.2927,737.8411.251501406.250.4096508456576.073050.00+3400.00+0.1840.00040.181,012.5040,677.1911.251501406.250.6843.75063750.00+3400.00+3750.00+0.1842.00042.18691.2929,154.9811.251501406.250.4096508456576.073750.00+3400.00+-0.1842.00041.83691.2928,913.0311.251501406.250.4096508456576.0716875.0025752.41.52606814818673.13TOTAL10,407.75343,498.35Distancia Media =Total (Vol x Dist)Tota (Volumen)Distancia Media =33.00KM

INICIO DE TRAMOKM 0+000FIN DE TRAMOKM 4 + 450KM 0+450KM 1+700KM 4+450KM 2+150KM 2+550KM 3+050KM 3+750

RENTRAINFRAESTRUCTURA DE ENCAUSAMIENTOSAN JUAN VIACA, PARAISO, SIMPAPATA / SAN JOSE DE TICCLLAS / AYACUCHOCALCULO DE RENDIMIENTO PARA TRANSPORTEMAT. RELLENO yCARGUIOBASES DE CALCULOUNDP/ESTRUCTURASMATERIALCANTERADISTANCIA MEDIA PONDERADA.Km.33.00VELOCIDAD CARGADO.Km/Hr.30.0030.00VELOCIDAD DESCARGADO.Km/Hr.40.0050.00TIEMPO CARGA Y DESCARGA.Min.5.305.30TIEMPO RECORRIDO CARGADOForm.60 d /3060 d /30TIEMPO RECORRIDO DESCARGADOForm.60 d /4060 d /50TIEMPO RECORRIDOMin.3.503.20CICLOForm.5.30 + 3.50d5.30 + 3.20dCICLOMin.5.30110.91TIEMPO TRABAJADO POR DIAMin.480.00480.00EFICIENCIA%95.00%95.00%TIEMPO UTIL TRABAJADOMin.456.00456.00VOLUMEN DEL VOLQUETEM3.10.0010.00VOLUMEN DEL CAMION CISTERNA.Gln.NUMERO DE VIAJES AL DIAUn.86.044.11VOLUMEN TRANSPORTADO/DIAM3.860.3841.11RENDIMIENTOm3/dia86041

PPTO0.000.000.000.00PRESUPUESTO REFERENCIAL DE OBRAPRECIOS AL 31.10.99T.C. S/. 3.493 = 1 US$TEMDESCRIPCIONUNDMETRADOPRECIOSUB_TOTALTOTALUNITARIO( SOLES )( SOLES )( SOLES )1.00OBRAS PRELIMINARES544,102.00155,769.251.01MOVILIZ. Y DESMOVILIZACIONGLB1.00440,602.00440,602.001.02ROCE Y LIMPIEZAM2150,000.000.69103,500.002.00MOVIMIENTO DE TIERRAS12,519,819.403,584,259.782.01CORTE EN MATERIAL NO CLASIFICADOM3785,115.0012.069,468,486.902.02REEMPLAZO DE MATERIAL INADECUADOM32,500.0021.3253,300.002.03PERFILADO Y COMPACTACIONM2170,000.000.93158,100.002.04CONFORMACION DE TERRAPLENESM3290,000.007.092,056,100.002.05TERRAPLENES CON MAT.DE CANTERAM350,750.0013.51685,632.502.06REMOCION DE DERRUMBESM320,000.004.9198,200.003.00PAVIMENTO12,835,139.003,674,531.633.01SUB BASE GRANULARM385,900.0028.772,471,343.003.02BASE GRANULAR e = 0.20mM3123,200.0037.834,660,656.003.03IMPRIMACIONM2589,300.001.941,143,242.003.04TRATAMIENTO SUPERFICIAL BICAPAM2503,300.009.064,559,898.004.00TRANSPORTE8,706,100.002,492,442.034.01TRANSPORTE HASTA 1KMM3-KM680,000.007.625,181,600.004.02TRANSPORTE MATERIAL DESPUES DE 1 KMM3-KM2,650,000.001.333,524,500.00CD.9,907,002.695.00DRENAJE9,317,335.25C.I.1,165,513.31UTILIDAD990,700.275.01LIMPIEZA DE ALCANTARILLASM32,000.0014.3828,760.00TOTAL SIN IGV12,063,216.275.02LIMPIEZA DE CAUCESM32,000.009.1418,280.00I.G.V.2,171,378.935.03ELIMINACION DE ALCANT. METALICASM300.006.832,049.00TOTAL INC. IGV14,234,595.205.04DEMOLICION DE CONCRETOM3500.0065.0932,545.005.05EXCAVACION PARA ESTRUCTURASM315,000.0026.34395,100.005.06RELLENO PARA ESTRUCTURASM310,000.0046.31463,100.005.07.01ALCANTARILLA TMC D = 36"M1,000.00321.42321,420.005.07.02ALCANTARILLA TMC D = 48"M500.00487.36243,680.005.07.03ALCANTARILLA TMC D = 60"M100.00739.9873,998.005.07.04ALCANTARILLA TMC D = 72"M100.00931.8893,188.005.07.05ALCANTARILLA TMC D = 96"M25.001,437.2935,932.255.07.06ALCANTARILLA TMC D =130"M25.001,946.6848,667.005.08.01CONC. CICLOPEO F'C=140 KG/CM2 + 30%P.G.M3800.00232.52186,016.005.08.02CONCRETO SIMPLE F'C=175 K/CM2M3800.00308.25246,600.005.08.03CONCRETO SIMPLE F'C=210 K/CM2M3800.00335.93268,744.005.09ENCOFRADO Y DESENCOFRADOM25,000.0031.09155,450.005.10ACERO DE REFUERZOKG10,000.002.5025,000.005.11CANAL ALIVIADERO EN ALCANTARILLASM200.0027.565,512.005.12PROTECCION DE CAUCESM3500.00136.5468,270.005.13JUNTA PARA BADENESM100.0053.015,301.005.14.01CANAL PROVISIONAL DURANTE CONSTRUCCIONM500.0063.3731,685.005.14.02REPOSICION DE CANALES DE RIEGOM500.00112.6156,305.005.15SUBDREN LATERALM2,000.00286.34572,680.005.16TUBERIA DE DESCARGA EN SUBDRENM200.00158.7831,756.005.17CUNETAS REVESTIDAS TRIANGULARESM55,000.0075.434,148,650.005.18.01CUNETAS RECTANGULARES TIPO 1M2,500.00218.65546,625.005.18.02CUNETAS RECTANGULARES TIPO 2M2,500.00260.47651,175.005.19ZANJAS DE CORONACION SIN REV.M2,000.0023.9247,840.005.20ZANJA DE CORONACION REVESTIDAM500.00112.3556,175.005.21CANAL ALIVIADERO EN TALUD SUPERIORM50.0098.564,928.005.22ZANJA DE DRENAJEM300.0034.6010,380.005.23GAVION TIPO CAJAM32,000.00138.23276,460.005.24GAVION TIPO COLCHONM3200.00255.9451,188.005.25GEOTEXTIL SEPARADORM2200.004.78956.005.26ENROCADO DE PROTECCIONM32,000.0056.46112,920.006.00OBRAS DE ARTE7,160,250.006.01MURO DE CONCRETO CICLOPEOM310,000.00384.323,843,200.006.02EXCAVACION PARA ESTRUCTURASM320,000.0026.34526,800.006.03RELLENO PARA ESTRUCTURASM310,000.0046.31463,100.006.04ENCOFRADO Y DESENCOFRADOM220,000.0031.09621,800.006.05CONC. CICLOPEO F'C=140 KG/CM2 + 30%P.G.M33,000.00232.52697,560.006.06CONCRETO SIMPLE F'C=210 K/CM2M33,000.00335.931,007,790.007.00SEALIZACION Y SEGURIDAD VIAL1,031,165.827.01MARCAS SOBRE EL PAVIMENTOM220,000.0019.95399,000.007.02SEALES PREVENTIVASUND152.00467.0170,985.527.03SEALES REGLAMENTARIASUND42.00424.1217,813.047.04.01SEALES INFORMATIVASM216.00457.477,319.527.04.02CIMENTACION DE SEALES INFORMATIVASM320.00496.299,925.807.04.03TUBO D = 3"M150.00101.3515,202.507.05POSTES KILOMETRICOSUND16.00156.142,498.247.06POSTES DELINEADORESUND2,200.00129.13284,086.007.07GUARDAVIAS NUEV0S (INCLUYE TERMINAL)M1,680.00132.39222,415.207.08PINTADO PARAPETOS MUROS/ALCANT.M2240.008.001,920.008.00IMPACTO AMBIENTAL2,081,268.188.01REHAB. AREA AFECTADA POR CONST.CAMPAMENTOSGLB1.0039,791.2039,791.208.02REHAB. PATIO DE MAQUINARIAS Y EQUIPOSGLB1.0022,941.2322,941.238.03REHAB. CANTERAS (INC.CHANC/ZARAN)UND6.0029,117.94174,707.648.04REHAB. DE BOTADEROSUND15.0021,617.94324,269.108.05CONFORM.DE MATERIAL EN BOTADEROSM3522,500.002.721,421,200.008.06DESACTIVACION DE POZAS DE ASFALTOGLB1.002,679.922,679.928.07REHAB. ZONAS DESTINADAS COMO DESVIOSGLB1.004,988.234,988.238.08SEALIZACION AMBIENTALGLB1.0025,799.2625,799.268.09EDUCACION AMBIENTALGLB1.001,346.601,346.608.10EXPROPIACION DE ZONAS RURALESM2500.00125.4762,735.008.11EXPROPIACION DE ZONAS AGRICOLASM21,000.000.81810.009.00VARIOS378,473.209.01REUBIC.DE VIVIENDAS AFECTADASM2200.00866.33173,266.009.02REUBIC.DE POSTES DE LUZUND20.00885.8417,716.809.03REUBIC.DE POSTES CON TRANSFORMADORUND20.00915.6018,312.009.04PROFUNDIZ. TUBERIA AGUA POTABLEM100.0044.004,400.009.05REFORZ. TUBERIA DESAGUEM100.0026.122,612.009.06ELEVACION DE BUZONESUND20.00130.122,602.409.07MANTENIMIENTO DE TRANSITODIA240.00664.85159,564.00COSTO DIRECTO54,573,652.8554,573,652.85GASTOS GENERALES7.459896%4,071,138.00UTILIDAD10.00%5,457,365.29SUB_TOTAL64,102,156.14I.G.V.18.00%11,538,388.11TOTAL INC. I.G.V.75,640,544.2521,654,893.86256,270.9316,913,881.59VERSIONENTREGADAJUAN CARDENASEL 23/11/99Y AL M.T.C.EL 24/11/99

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PPTO_ALT20.000.000.000.00PRESUPUESTO REFERENCIAL DE OBRA ( ALTERNATIVA 02 )PRECIOS AL 31.10.99T.C. S/. 3.493 = 1 US$TEMDESCRIPCIONUNDMETRADOPRECIOSUB_TOTALTOTALUNITARIO( SOLES )( SOLES )( SOLES )1.00OBRAS PRELIMINARES544,102.00155,769.251.01MOVILIZ. Y DESMOVILIZACIONGLB1.00440,602.00440,602.001.02ROCE Y LIMPIEZAM2150,000.000.69103,500.002.00MOVIMIENTO DE TIERRAS12,519,819.403,584,259.782.01CORTE EN MATERIAL NO CLASIFICADOM3785,115.0012.069,468,486.902.02REEMPLAZO DE MATERIAL INADECUADOM32,500.0021.3253,300.002.03PERFILADO Y COMPACTACIONM2170,000.000.93158,100.002.04CONFORMACION DE TERRAPLENESM3290,000.007.092,056,100.002.05TERRAPLENES CON MAT.DE CANTERAM350,750.0013.51685,632.502.06REMOCION DE DERRUMBESM320,000.004.9198,200.003.00PAVIMENTO7,131,999.002,041,797.603.01SUB BASE GRANULARM385,900.0028.772,471,343.003.02BASE GRANULAR e = 0.20mM3123,200.0037.834,660,656.004.00TRANSPORTE8,430,400.002,413,512.744.01TRANSPORTE HASTA 1KMM3-KM670,000.007.625,105,400.0082,095.104.02TRANSPORTE MATERIAL DESPUES DE 1 KMM3-KM2,500,000.001.333,325,000.001,205,448.90CD.8,195,339.365.00DRENAJE9,317,335.25C.I.1,165,513.31UTILIDAD819,533.945.01LIMPIEZA DE ALCANTARILLASM32,000.0014.3828,760.00TOTAL SIN IGV10,180,386.615.02LIMPIEZA DE CAUCESM32,000.009.1418,280.00I.G.V.1,832,469.595.03ELIMINACION DE ALCANT. METALICASM300.006.832,049.00TOTAL INC. IGV12,012,856.205.04DEMOLICION DE CONCRETOM3500.0065.0932,545.005.05EXCAVACION PARA ESTRUCTURASM315,000.0026.34395,100.005.06RELLENO PARA ESTRUCTURASM310,000.0046.31463,100.005.07.01ALCANTARILLA TMC D = 36"M1,000.00321.42321,420.005.07.02ALCANTARILLA TMC D = 48"M500.00487.36243,680.005.07.03ALCANTARILLA TMC D = 60"M100.00739.9873,998.005.07.04ALCANTARILLA TMC D = 72"M100.00931.8893,188.005.07.05ALCANTARILLA TMC D = 96"M25.001,437.2935,932.255.07.06ALCANTARILLA TMC D =130"M25.001,946.6848,667.005.08.01CONC. CICLOPEO F'C=140 KG/CM2 + 30%P.G.M3800.00232.52186,016.005.08.02CONCRETO SIMPLE F'C=175 K/CM2M3800.00308.25246,600.005.08.03CONCRETO SIMPLE F'C=210 K/CM2M3800.00335.93268,744.005.09ENCOFRADO Y DESENCOFRADOM25,000.0031.09155,450.005.10ACERO DE REFUERZOKG10,000.002.5025,000.005.11CANAL ALIVIADERO EN ALCANTARILLASM200.0027.565,512.005.12PROTECCION DE CAUCESM3500.00136.5468,270.005.13JUNTA PARA BADENESM100.0053.015,301.005.14.01CANAL PROVISIONAL DURANTE CONSTRUCCIONM500.0063.3731,685.005.14.02REPOSICION DE CANALES DE RIEGOM500.00112.6156,305.005.15SUBDREN LATERALM2,000.00286.34572,680.005.16TUBERIA DE DESCARGA EN SUBDRENM200.00158.7831,756.005.17CUNETAS REVESTIDAS TRIANGULARESM55,000.0075.434,148,650.005.18.01CUNETAS RECTANGULARES TIPO 1M2,500.00218.65546,625.005.18.02CUNETAS RECTANGULARES TIPO 2M2,500.00260.47651,175.005.19ZANJAS DE CORONACION SIN REV.M2,000.0023.9247,840.005.20ZANJA DE CORONACION REVESTIDAM500.00112.3556,175.005.21CANAL ALIVIADERO EN TALUD SUPERIORM50.0098.564,928.005.22ZANJA DE DRENAJEM300.0034.6010,380.005.23GAVION TIPO CAJAM32,000.00138.23276,460.005.24GAVION TIPO COLCHONM3200.00255.9451,188.005.25GEOTEXTIL SEPARADORM2200.004.78956.005.26ENROCADO DE PROTECCIONM32,000.0056.46112,920.006.00OBRAS DE ARTE7,160,250.006.01MURO DE CONCRETO CICLOPEOM310,000.00384.323,843,200.006.02EXCAVACION PARA ESTRUCTURASM320,000.0026.34526,800.006.03RELLENO PARA ESTRUCTURASM310,000.0046.31463,100.006.04ENCOFRADO Y DESENCOFRADOM220,000.0031.09621,800.006.05CONC. CICLOPEO F'C=140 KG/CM2 + 30%P.G.M33,000.00232.52697,560.006.06CONCRETO SIMPLE F'C=210 K/CM2M33,000.00335.931,007,790.007.00SEALIZACION Y SEGURIDAD VIAL1,031,165.827.01MARCAS SOBRE EL PAVIMENTOM220,000.0019.95399,000.007.02SEALES PREVENTIVASUND152.00467.0170,985.527.03SEALES REGLAMENTARIASUND42.00424.1217,813.047.04.01SEALES INFORMATIVASM216.00457.477,319.527.04.02CIMENTACION DE SEALES INFORMATIVASM320.00496.299,925.807.04.03TUBO D = 3"M150.00101.3515,202.507.05POSTES KILOMETRICOSUND16.00156.142,498.247.06POSTES DELINEADORESUND2,200.00129.13284,086.007.07GUARDAVIAS NUEV0S (INCLUYE TERMINAL)M1,680.00132.39222,415.207.08PINTADO PARAPETOS MUROS/ALCANT.M2240.008.001,920.008.00IMPACTO AMBIENTAL2,081,268.188.01REHAB. AREA AFECTADA POR CONST.CAMPAMENTOSGLB1.0039,791.2039,791.208.02REHAB. PATIO DE MAQUINARIAS Y EQUIPOSGLB1.0022,941.2322,941.238.03REHAB. CANTERAS (INC.CHANC/ZARAN)UND6.0029,117.94174,707.648.04REHAB. DE BOTADEROSUND15.0021,617.94324,269.108.05CONFORM.DE MATERIAL EN BOTADEROSM3522,500.002.721,421,200.008.06DESACTIVACION DE POZAS DE ASFALTOGLB1.002,679.922,679.928.07REHAB. ZONAS DESTINADAS COMO DESVIOSGLB1.004,988.234,988.238.08SEALIZACION AMBIENTALGLB1.0025,799.2625,799.268.09EDUCACION AMBIENTALGLB1.001,346.601,346.608.10EXPROPIACION DE ZONAS RURALESM2500.00125.4762,735.008.11EXPROPIACION DE ZONAS AGRICOLASM21,000.000.81810.009.00VARIOS378,473.209.01REUBIC.DE VIVIENDAS AFECTADASM2200.00866.33173,266.009.02REUBIC.DE POSTES DE LUZUND20.00885.8417,716.809.03REUBIC.DE POSTES CON TRANSFORMADORUND20.00915.6018,312.009.04PROFUNDIZ. TUBERIA AGUA POTABLEM100.0044.004,400.009.05REFORZ. TUBERIA DESAGUEM100.0026.122,612.009.06ELEVACION DE BUZONESUND20.00130.122,602.409.07MANTENIMIENTO DE TRANSITODIA240.00664.85159,564.00COSTO DIRECTO48,594,812.8548,594,812.85GASTOS GENERALES8.377721%4,071,138.00UTILIDAD10.00%4,859,481.29SUB_TOTAL57,525,432.14I.G.V.18.00%10,354,577.79TOTAL INC. I.G.V.67,880,009.9319,433,154.86229,978.1615,178,558.83VERSIONENTREGADAAL M.T.C.EL 24/11/99COM 2DA.ALTERNATIVA

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PPTO (2)0.000.000.000.00PRESUPUESTO REFERENCIAL DE OBRAPRECIOS AL 31.10.99T.C. S/. 3.493 = 1 US$TEMDESCRIPCIONUNDMETRADOPRECIOSUB_TOTALTOTALUNITARIO( SOLES )( SOLES )( SOLES )1.00OBRAS PRELIMINARES0.000.001.01MOVILIZ. Y DESMOVILIZACIONGLB1.000.000.000.001.02ROCE Y LIMPIEZAM2170,000.000.2949,300.00-0.400.002.00MOVIMIENTO DE TIERRAS15,359,148.650.002,839,329.250.002.01CORTE EN MATERIAL NO CLASIFICADOM31,009,645.0011.0511,156,577.25-1.012.02REEMPLAZO DE MATERIAL INADECUADOM32,500.0020.4051,000.00-0.922.03PERFILADO Y COMPACTACIONM2170,000.000.93158,100.000.002.04CONFORMACION DE TERRAPLENESM3256,348.008.052,063,601.400.962.05REMOCION DE DERRUMBESM320,000.004.5390,600.00-8.982.06CONFORM.DE MATERIAL EN BOTADEROSM3828,500.002.221,839,270.00-2.690.003.00PAVIMENTO10,615,740.950.00-2,219,398.050.003.01SUB BASE GRANULARM382,005.0023.621,936,958.10-5.153.02BASE GRANULAR e = 0.20mM3117,170.0031.163,651,017.20-6.6733960.821,058,219.153.03IMPRIMACIONM2542,030.001.67905,190.10-0.273.04TRATAMIENTO SUPERFICIAL BICAPAM2497,295.008.294,122,575.55-0.770.004.00TRANSPORTE7,851,722.950.00-854,377.050.004.01TRANSPORTE HASTA 1KMM3-KM938,555.004.554,270,425.25-3.0732769.52149,101.324.02TRANSPORTE MATERIAL DESPUES DE 1 KMM3-KM3,169,290.001.133,581,297.70-0.20443931.1501,642.140.005.00DRENAJE6,871,965.250.00-2,445,370.000.005.01LIMPIEZA DE ALCANTARILLASM32,000.0012.3224,640.00-2.065.02LIMPIEZA DE CAUCESM32,000.007.5915,180.00-1.555.03ELIMINACION DE ALCANT. METALICASM300.006.772,031.00-0.065.04DEMOLICION DE CONCRETOM3500.0024.1812,090.00-40.915.05EXCAVACION PARA ESTRUCTURASM315,000.0026.28394,200.00-0.065.06RELLENO PARA ESTRUCTURASM310,000.0027.97279,700.00-18.345.07.01ALCANTARILLA TMC D = 36"M1,000.00314.94314,940.00-6.485.07.02ALCANTARILLA TMC D = 48"M500.00478.43239,215.00-8.935.07.03ALCANTARILLA TMC D = 60"M100.00728.2972,829.00-11.695.07.04ALCANTARILLA TMC D = 72"M100.00917.7191,771.00-14.175.07.05ALCANTARILLA TMC D =130"M25.001,920.8148,020.25-25.875.08.01CONC. CICLOPEO F'C=175 KG/CM2 + 30%P.M.M3800.00176.21140,968.00-56.315.08.02CONCRETO SIMPLE F'C=210 K/CM2M3800.00261.82209,456.00-74.115.09ENCOFRADO Y DESENCOFRADOM25,000.0030.96154,800.00-0.135.10ACERO DE REFUERZOKG10,000.002.4724,700.00-0.035.11ALIVIADERO EN ALCANTARILLASM2200.0073.9614,792.0046.405.12PROTECCION DE CAUCES EN BADENESM3500.0047.2423,620.00-89.305.13JUNTA PARA BADENESM100.0014.161,416.00-38.855.14.01CANAL PROVISIONAL DURANTE CONSTRUCCIONM500.0051.1825,590.00-12.195.14.02REPOSICION DE CANALES DE RIEGOM500.0096.5448,270.00-16.075.15SUBDREN LATERALM2,000.00157.08314,160.00-129.265.16TUBERIA DE DESCARGA EN SUBDRENM200.00122.1824,436.00-36.605.17CUNETAS REVESTIDAS TRIANGULARESM55,000.0060.753,341,250.00-14.685.18.01CUNETAS RECTANGULARES TIPO 1M2,500.00117.75294,375.00-100.905.18.02CUNETAS RECTANGULARES TIPO 2M2,500.00127.54318,850.00-132.935.19ZANJAS DE CORONACION SIN REVESTIRM2,000.0014.7329,460.00-9.195.20ZANJA DE CORONACION REVESTIDAM500.0053.5126,755.00-58.845.21REVESTIMIENTO CON PIEDRA EMBOQUILLADAM250.0040.702,035.00-57.865.22ZANJA DE DRENAJEM300.0037.9211,376.003.325.23GAVION TIPO CAJAM32,000.00123.37246,740.00-14.865.24GAVION TIPO COLCHONM3200.00240.8248,164.00-15.125.25GEOTEXTIL SEPARADORM2200.004.78956.000.005.26ENROCADO DE PROTECCIONM32,000.0037.5975,180.00-18.870.006.00OBRAS DE ARTE11,494,710.000.004,334,460.000.006.01MURO DE CONCRETO CICLOPEOM322,000.00334.217,352,620.00-50.116.02EXCAVACION PARA ESTRUCTURASM340,000.0026.281,051,200.00-0.066.03RELLENO PARA ESTRUCTURASM320,000.0027.97559,400.00-18.346.04ENCOFRADO Y DESENCOFRADOM240,000.0030.961,238,400.00-0.136.05CONC. CICLOPEO F'C=140 KG/CM2 + 30%P.G.M33,000.00169.21507,630.00-63.316.06CONCRETO SIMPLE F'C=210 K/CM2M33,000.00261.82785,460.00-74.110.007.00SEALIZACION Y SEGURIDAD VIAL856,269.740.00-174,896.080.007.01MARCAS SOBRE EL PAVIMENTOM220,000.0019.89397,800.00-0.0616.813.087.02SEALES PREVENTIVASUND152.00322.8349,070.16-144.18290.0932.747.03SEALES REGLAMENTARIASUND42.00299.8112,592.02-124.31341.21-41.407.04.01SEALES INFORMATIVASM216.00364.835,837.28-92.64295.2369.607.04.02CIMENTACION DE SEALES INFORMATIVASM320.00299.875,997.40-196.42308.4-8.537.04.03TUBO D = 3"M150.00119.2417,886.0017.89119.86-0.627.05POSTES KILOMETRICOSUND16.00100.431,606.88-55.7173.6426.797.06POSTES DELINEADORESUND2,200.0068.12149,864.00-61.0168.127.07GUARDAVIAS NUEV0S (INCLUYE TERMINAL)M1,680.00127.20213,696.00-5.19115.4411.767.08PINTADO PARAPETOS MUROS/ALCANT.M2240.008.001,920.000.007.530.470.008.00IMPACTO AMBIENTAL0.000.000.000.008.01REHAB. AREA AFECTADA POR CONST.CAMPAMENTOSGLB1.0021,242.9021,242.90-18,548.30-18,548.308.02REHAB. PATIO DE MAQUINARIAS Y EQUIPOSGLB1.0024,431.1324,431.131,489.901,489.908.03REHAB. CANTERAS (INC.CHANC/ZARAN)UND6.0032,376.28194,257.683,258.3419,550.048.04REHAB. DE BOTADEROSUND15.0024,876.28373,144.203,258.3448,875.108.06DESACTIVACION DE POZAS DE ASFALTOGLB1.002,507.102,507.10-172.82-172.828.07REHAB. ZONAS DESTINADAS COMO DESVIOSGLB1.004,803.684,803.68-184.55-184.558.08SEALIZACION AMBIENTALGLB1.0024,115.0424,115.04-1,684.22-1,684.228.09EDUCACION AMBIENTALGLB1.001,346.601,346.600.000.008.10EXPROPIACION DE ZONAS RURALESM2500.00123.7661,880.00-1.71-855.008.11EXPROPIACION DE ZONAS AGRICOLASM21,000.000.000.000.000.000.009.00VARIOS269,672.400.00-108,800.800.009.01REUBIC.DE VIVIENDAS AFECTADASM2200.00342.3368,466.00-524.009.02REUBIC.DE POSTES DE LUZUND20.00885.8417,716.800.009.03REUBIC.DE POSTES CON TRANSFORMADORUND20.00915.6018,312.000.009.04PROFUNDIZ. TUBERIA AGUA POTABLEM100.0043.454,345.00-0.559.05REFORZ. TUBERIA DESAGUEM100.0025.662,566.00-0.469.06ELEVACION DE BUZONESUND20.00114.412,288.20-15.719.07MANTENIMIENTO DE TRANSITODIA240.00649.91155,978.40-14.94COSTO DIRECTO0.000.00GASTOS GENERALES0.000000%0.000.00000000%0.00UTILIDAD10.00%0.000.00SUB_TOTAL0.000.00I.G.V.18.00%0.000.00TOTAL INC. I.G.V.0.000.000.000.000.000.00VERSION29/11/9912 :00 HORAS

&L:\&"BankGothic Lt BT,Light"&8OLLANTA\&F\&A

PPTO (3)0.000.000.000.00PRESUPUESTO REFERENCIAL DE OBRAPRECIOS AL 31.10.99T.C. S/. 3.493 = 1 US$TEMDESCRIPCIONUNDMETRADOPRECIOSUB_TOTALTOTALUNITARIO( SOLES )( SOLES )( SOLES )100.00OBRAS PRELIMINARES0.00101.00MOVILIZACION Y DESMOVILIZACION DE EQUIPOSGLB1.000.000.00102.00TRAZO Y REPLANTEOKM84.471,051.6988,836.25103.00MANTENIMIENTO DE TRANSITOGLB1.00155,932.74155,932.74200.00MOVIMIENTO DE TIERRAS13,570,046.16202.00LIMPIEZA GENERAL Y ROCEHA17.002,951.0350,167.51205.00EXCAVACION NO CLASIFICADA PARA EXPLANACIONESM31,009,645.0011.0511,156,577.25206.00REMOCION DE DERRUMBESM320,000.004.5390,600.00210.00CONFORMACION DE TERRAPLENESM3256,348.008.052,063,601.40220.00EXCAVACION PARA MEJORAMIENTO DE SUB-RASANTEM32,500.0020.4051,000.00220.02PERFILADO Y COMPACTADO EN ZONA DE CORTEM2170,000.000.93158,100.00300.00SUB-BASE Y BASE5,587,975.30303.00SUB BASE GRANULARM382,005.0023.621,936,958.10305.00BASE GRANULARM3117,170.0031.163,651,017.20400.00PAVIMENTO ASFALTICO4,644,095.85401.00IMPRIMACION ASFALTICAM2542,030.000.63341,478.90405.00TRATAMIENTO SUPERFICIAL BICAPAM2497,295.003.851,914,585.75421.00ASFALTO LIQUIDOGLN552,785.004.322,388,031.20600.00OBRAS DE ARTE Y DRENAJE14,841,112.75600.01LIMPIEZA DE ALCANTARILLASM32,000.0012.3224,640.00600.02LIMPIEZA DE CAUCES O ENCAUZAMIENTOM32,000.007.5915,180.00600.03DEMOLICION DE ESTRUCTURASM3500.0024.1812,090.00600.04ELIMINACION DE ALCANTARILLAS METALICASM300.006.772,031.00601.01EXCAVACION NO CLASIFICADA PARA ESTRUCTURASM335,000.0026.28919,800.00605.00RELLENO PARA ESTRUCTURASM330,000.0027.97839,100.00605.01MATERIAL FILTRANTEM35,500.0046.18253,990.00610.01CONCRETO CICLOPEO F'C=140 KG/CM2M33,000.00169.21507,630.00610.02CONCRETO CICLOPEO F'C=175 KG/CM2M322,800.00176.214,017,588.00610.05CONCRETO SIMPLE F'C=210 K/CM2M33,800.00261.82994,916.00610.10ENCOFRADO Y DESENCOFRADO DE CIMENTACIONM26,750.0030.96208,980.00610.11ENCOFRADO Y DESENCOFRADO DE MURO EXPUESTOM238,000.0036.751,396,500.00610.12ENCOFRADO Y DESENCOFRADO DE LOSAM2250.0036.759,187.50610.20ACERO DE REFUERZO FY = 4200 KG/CM2KG10,000.002.4724,700.00610.30JUNTA DE DILATACION Y CONSTRUCCION LOSA/BADENM100.0014.161,416.00622.01ALCANTARILLA T.M.C. D = 36"M1,000.00314.94314,940.00622.02ALCANTARILLA T.M.C. D = 48"M500.00478.43239,215.00622.03ALCANTARILLA T.M.C. D = 60"M100.00728.2972,829.00622.04ALCANTARILLA T.M.C. D = 72"M100.00917.7191,771.00622.10ALCANTARILLA ARMCO T.M.C. L