transporte tramo i
DESCRIPTION
Transporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITRANSCRIPT
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