03.01.00 SUB-BASEHOJA DE METRADOS07.00.00 TRANSPORTE07.01.00 TRANSPORTE DE MEZCLA ASFALTICA D 1.00 KMSUB BASE (e = 0.20 m. y 0.40 m.)CANTERAS :PEA FLOR 2 Km. 33+529CERRO EL RIPIO Km. 44+115PROGRESIVALONGITUDLONGITUDANCHOAREAAREA S/AESPESORVOLUMENVOL SUELDIST CG A CANTERAACCESODIST TOTALMOMENTOOBSERVACIONESKMKMREAL (m.)MMM2M2MM3M3KMKMKMM3 KM0+0001+0001,000.001,000.007.82507825.00316.700.2001,628.342,263.3911.8000.312.10019702.9141+0002+0001,000.001,000.007.82507825.00316.940.2001,628.392,263.4610.8000.311.10018075.10682+0003+0001,000.00980.007.82507668.50772.450.2001,688.192,346.589.8000.310.10017050.719Badn Km. 2+518 de 20 m.3+0004+0001,000.001,000.007.82507825.00727.900.2001,710.582,377.718.8000.39.10015566.2784+0005+0001,000.001,000.007.82507825.00530.140.2001,671.032,322.737.8000.38.10013535.32685+0006+0001,000.00965.007.82507551.13268.200.2001,563.872,173.776.8000.37.10011103.4415Badn Km. 5+589 y 5+715 de 15 y 20 m.6+0007+0001,000.00970.007.82507590.25407.830.2001,599.622,223.475.8000.36.1009757.6576Badn Km. 6+184 de 30 m.7+0008+0001,000.00975.007.82507629.38882.740.2001,702.422,366.374.8000.35.1008682.3573Badn Km. 7+675 de 25 m.8+0009+0001,000.00985.007.82507707.63595.900.2001,660.712,308.383.8000.34.1006808.8905Badn Km. 8+386 de 15 m.9+00010+0001,000.001,000.007.82507825.00812.070.2001,727.412,401.112.8000.33.1005354.983410+00011+0001,000.00975.007.82507629.38318.650.2001,589.612,209.551.8000.32.1003338.1705Badn Km. 10+277 de 25 m.11+00012+0001,000.001,000.007.82507825.00325.340.2001,630.072,265.790.8000.31.1001793.074812+00013+0001,000.00970.007.82507590.25226.110.2001,563.272,172.951.8000.32.1003282.8712Badn Km. 12+232 de 30 m.13+00014+0001,000.00970.007.82507590.25591.590.2001,636.372,274.552.8000.33.1005072.7408Badn Km. 13+726 de 30 m.14+00015+0001,000.001,000.007.82507825.00753.420.2001,715.682,384.803.8000.34.1007034.304415+00016+0001,000.00980.007.82507668.50740.980.2001,681.902,337.844.8000.35.1008577.6696Badn Km. 15+710 de 20 m.16+00017+0001,011.041,011.047.82507911.391,085.290.2001,799.342,501.085.8000.36.10010975.9471617+00018+0001,000.001,000.007.82507825.00829.890.2001,730.982,406.066.8000.37.10012289.943818+00019+0001,000.001,000.007.82507825.00595.430.2001,684.092,340.887.8000.38.10013641.096619+00020+0001,000.001,000.007.82507825.00405.930.2001,646.192,288.208.8000.39.10014980.292620,011.0419,781.0411,503.5033,258.0346,228.66206623.78636TRANSPORTE PAGADOSUB BASEd menor 1 km =d mayor 1 km =DISTANCIA MEDIA =D 1 Km.173,365.76Dist Media =18.69

&C&8ADECUACIN Y ACTUALIZACIN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO OXAPAMPA.

a =

a =

a =

03.02.00 BASEHOJA DE METRADOS07.00.00 TRANSPORTE07.01.00 TRANSPORTE DE MATERIALES GRANULARES D < = 1.00 KM07.02.00 TRANSPORTE DE MATERIALES GRANULARES D > 1.00 KMBASE (e = 0.15 m. y .20 m.)CANTERAPEA FLOR 1 Km. 32+695PROGRESIVALONGITUDLONGITUDANCHOAREAAREA S/AESPESORVOLUMENVOL SUEDIST CG A CANTERAACCESODIST TOTALMOMENTOOBSERVACIONESKMKMREAL (M.)MMM2M2MM3M3KMKMKMM3 KM0+0001+0001,000.001,000.007.307,300.00316.700.151,142.511,588.0811.80.312.113,824.311+0002+0001,000.001,000.007.307,300.00316.940.151,142.541,588.1310.80.311.112,682.212+0003+0001,000.00980.007.307,154.00772.450.151,188.971,652.669.80.310.112,008.57Badn Km. 2+518 de 20 m.3+0004+0001,000.001,000.007.307,300.00727.900.151,204.191,673.828.80.39.110,958.084+0005+0001,000.001,000.007.307,300.00530.140.151,174.521,632.587.80.38.19,513.625+0006+0001,000.00965.007.307,044.50268.200.151,096.911,524.706.80.37.17,788.03Badn Km. 5+589 y 5+715 de 15 y 20 m.6+0007+0001,000.00970.007.307,081.00407.830.151,123.321,561.425.80.36.16,852.28Badn Km. 6+184 de 30 m.7+0008+0001,000.00975.007.307,117.50882.740.151,200.041,668.054.80.35.16,120.18Badn Km. 7+675 de 25 m.8+0009+0001,000.00985.007.307,190.50595.900.151,167.961,623.463.80.34.14,788.64Badn Km. 8+386 de 15 m.9+00010+0001,000.001,000.007.307,300.00812.070.151,216.811,691.372.80.33.13,772.1110+00011+0001,000.00975.007.307,117.50318.650.151,115.421,550.441.80.32.12,342.39Badn Km. 10+277 de 25 m.11+00012+0001,000.001,000.007.307,300.00325.340.151,143.801,589.880.80.31.11,258.1812+00013+0001,000.00970.007.307,081.00226.110.151,096.071,523.531.80.32.12,301.74Badn Km. 12+232 de 30 m.13+00014+0001,000.00970.007.307,081.00591.590.151,150.891,599.742.80.33.13,567.75Badn Km. 13+726 de 30 m.14+00015+0001,000.001,000.007.307,300.00753.420.151,208.011,679.143.80.34.14,952.8515+00016+0001,000.00980.007.307,154.00740.980.151,184.251,646.104.80.35.16,039.66Badn Km. 15+710 de 20 m.16+00017+0001,011.041,011.047.307,380.591,085.290.151,269.881,765.145.80.36.17,746.2817+00018+0001,000.001,000.007.307,300.00829.890.151,219.481,695.086.80.37.18,658.3318+00019+0001,000.001,000.007.307,300.00595.430.151,184.311,646.209.80.310.111,961.5819+00020+0001,000.001,000.007.307,300.00405.930.151,155.891,606.6910.80.311.112,830.3720+00021+0001,000.00982.757.307,174.08980.830.151,223.241,700.3011.80.312.114,801.15Badn Km. 20+785 de 20 m.21,011.0420,763.7924,609.0034,206.51164,768.32D 1 Km.140,159.32Dist Media =12.99

&C&8ADECUACIN Y ACTUALIZACIN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO OXAPAMPA.

a =

a =

Tratamiento Sup. Bi. C.HOJA DE METRADOS07.00.00 TRANSPORTE07.01.00 TRANSPORTE DE MATERIALES GRANULARES D < = 1 KM.07.01.00 TRANSPORTE DE MATERIALES GRANULARES D > 1 KM.TRATAMIENTO SUPERFICIAL BI CAPACANTERA:SANTA CLARA Km. 44.115PROGRESIVALONGITUDLONGITUDANCHOAREASOBREANCHOTOTALVOLUMENVOL SUELDIST CG A CANTERAACCESODIST TOTALMOMENTOOBSERVACINKMKMREAL (M)MMM2M2M2M3M3KMKMKMM3 KM0+0001+0001,000.001,000.007.03757037.50316.707354.20235.33327.1100.1450.8716638.695115841+0002+0001,000.001,000.007.03757037.50316.947354.44235.34327.1310.1449.8716312.1126186882+0003+0001,000.00980.007.03756896.75772.457669.20245.41341.1320.1448.8716669.12277184Badn Km. 2+518 de 20 m.3+0004+0001,000.001,000.007.03757037.50727.907765.40248.49345.4030.1447.8716532.809942084+0005+0001,000.001,000.007.03757037.50530.147567.64242.16336.6140.1446.8715775.1633137285+0006+0001,000.00965.007.03756791.19268.207059.39225.90314.0050.1445.8714401.68136594Badn Km. 5+589 y 5+715 de 15 y 20 m.6+0007+0001,000.00970.007.03756826.38407.837234.21231.49321.7860.1444.8714436.544773816Badn Km. 6+184 de 30 m.7+0008+0001,000.00975.007.03756861.56882.747744.30247.82344.4770.1443.8715110.026321148Badn Km. 7+675 de 25 m.8+0009+0001,000.00985.007.03756931.94595.907527.84240.89334.8480.1442.8714352.83995738Badn Km. 8+386 de 15 m.9+00010+0001,000.001,000.007.03757037.50812.077849.57251.19349.1590.1441.8714617.11759326410+00011+0001,000.00975.007.03756861.56318.657180.21229.77319.38100.1440.8713051.29419198Badn Km. 10+277 de 25 m.11+00012+0001,000.001,000.007.03757037.50325.347362.84235.61327.50110.1439.8713055.75254636812+00013+0001,000.00970.007.03756826.38226.117052.49225.68313.69120.1438.8712191.738017272Badn Km. 12+232 de 30 m.13+00014+0001,000.00970.007.03756826.38591.597417.97237.37329.95130.1437.8712493.597765368Badn Km. 13+726 de 30 m.14+00015+0001,000.001,000.007.03757037.50753.427790.92249.31346.54140.1436.8712775.20158278415+00016+0001,000.00980.007.03756896.75740.987637.73244.41339.73150.1435.8712184.281253296Badn Km. 15+710 de 20 m.16+00017+0001,011.041,011.047.03757115.191,085.298200.48262.42364.76160.1434.8712717.271224876817+00018+0001,000.001,000.007.03757037.50829.897867.39251.76349.94170.1433.8711850.76914132818+00019+0001,000.001,000.007.03757037.50595.437632.93244.25339.51180.1432.8711158.08575313619+00020+0001,000.001,000.007.03757037.50405.937443.43238.19331.08190.1431.8710549.98421633644,188.3243,598.92331,502.7710,608.0914,745.24429,837.67D 1 Km.415,078.60Dist Media =29.15

&C&8ADECUACIN Y ACTUALIZACIN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO OXAPAMPA.

sumatoriaSUB BASEBASETRATAMIENTOVOL TOTALD 1 Km.2,218,885.20941,874.41415,078.603,575,838.20