RESUMEN EXPLAN. trannsporte en general-enero2004.xls

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ADECUACIÓN Y ACTUALIZACIÓN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO – HOJA DE METRADOS 07.00.00 TRANSPORTE TRANSPORTE DE MATERIALES GRANULARES PARA RELLENOS CON MATERIAL EXCEDENTE DE CORTE UBICACIÓN : DIST: OXAPAMPA, PROV.: OXAPAMPA, DPTO:PASCO REVISADO : E.P.H. FECHA : OCTUBRE 2003 HECHO : A.CH. Progresiva Progresiva DISTANCIA VOLUMEN MOMENTO DE OBSERVACION Inicial Final Inicial Final EXC. DE CORTE TRANSPORTE Km Km Km Km KM M3 M3-KM 0+.00 0+31.34 0+151.34 0+156.43 0.130 63.29 63.42 4+111.15 4+123.03 4+243.03 4+258.99 0.129 148.70 19.23 5+166.52 5+190.22 5+310.22 5+361.70 0.145 642.35 93.43 5+740.95 5+794.56 5+914.56 6+180.00 0.236 1,135.98 268.04 5+715.00 5+740.95 6+188.05 6+221.57 0.467 525.48 245.55 5+689.58 5+697.49 6+221.57 6+229.25 0.530 234.91 124.40 29+394.70 29+415.62 29+535.62 29+578.96 0.142 1,497.97 212.58 30+580.00 30+626.84 30+813.36 30+844.15 0.212 545.91 115.86 30+556.40 30+566.17 30+844.15 30+848.89 0.283 143.65 40.71 30+387.66 30+400.00 30+848.89 30+860.00 0.457 306.38 139.95 30+268.74 30+387.66 30+971.40 31+340.00 0.751 3,189.77 2,393.95 30+100.00 30+268.74 31+515.15 31+938.94 1.445 11,397.47 16,463.76 30+020.00 30+079.85 31+938.94 31+985.26 1.894 2,542.42 4,814.15 29+830.04 30+005.63 31+985.26 32+240.00 2.139 7,901.41 16,902.33 29+822.62 29+830.04 32+353.80 32+420.00 2.545 1,311.28 3,336.99 33+628.72 33+631.03 33+751.03 33+767.84 0.126 101.60 12.83 33+894.43 33+910.88 34+030.88 34+080.00 0.140 583.08 81.54 33+887.84 33+894.43 34+161.59 34+184.40 0.277 293.06 81.25 33+600.44 33+628.72 34+184.40 34+339.99 0.608 1,273.79 774.88 34+664.45 34+694.75 34+814.75 35+069.06 0.219 1,353.23 296.34 35+537.02 35+645.00 35+764.99 35+940.00 0.195 795.51 155.37 35+508.20 35+537.02 36+058.64 36+107.07 0.549 210.39 115.40 36+227.07 36+263.02 36+383.02 36+399.55 0.137 197.71 27.16 35+189.07 35+508.20 36+399.55 36+509.23 1.030 2,313.00 2,382.82 34+580.00 34+664.45 36+509.23 36+537.12 1.880 773.93 1,455.24 34+396.67 34+488.81 36+537.12 36+553.17 2.080 480.27 998.76 33+518.91 33+600.44 36+553.17 36+680.90 3.028 4,171.49 12,630.55 33+180.00 33+310.00 36+680.90 36+837.45 3.464 3,812.12 13,203.41 33+110.00 33+134.56 36+837.45 36+845.16 3.713 159.71 592.96 32+940.00 32+996.62 36+845.16 36+942.60 3.900 2,655.89 10,358.63 32+702.17 32+787.25 36+942.60 37+050.00 4.216 2,072.97 8,740.07 32+680.99 32+702.17 37+104.07 37+236.04 4.454 2,518.18 11,215.17 29+817.67 29+822.62 37+236.04 37+298.59 7.435 851.17 6,328.18 37+425.12 37+441.10 37+626.50 37+680.00 0.197 275.88 54.36 37+418.59 37+425.12 40+886.95 40+890.41 3.457 155.33 536.96 39+570.98 39+660.23 39+780.51 39+872.87 0.180 1,030.50 185.78 39+352.16 39+355.96 39+872.87 39+900.00 0.525 335.20 175.99 39+280.00 39+352.16 39+961.83 40+013.22 0.649 1,348.97 875.93 39+200.00 39+230.53 40+013.22 40+016.99 0.793 50.55 40.06 39+162.21 39+178.99 40+016.99 40+034.40 0.850 311.41 264.59 38+664.79 38+678.44 40+034.40 40+080.00 1.374 474.47 651.97 38+713.69 38+776.07 38+896.07 38+960.00 0.156 771.57 120.24 38+678.44 38+713.69 39+009.58 39+042.21 0.321 194.11 62.32 38+593.82 38+664.79 40+192.15 40+380.00 1.608 2,326.54 3,740.75 38+167.14 38+168.40 38+288.40 38+320.00 0.128 73.59 9.39 38+164.98 38+167.14 38+346.78 38+420.00 0.198 126.76 25.13 38+161.99 38+164.98 38+486.62 38+500.00 0.327 174.64 57.07 37+869.24 38+161.99 40+380.34 40+886.95 2.501 8,342.64 20,863.87 29+804.80 29+817.67 40+890.41 40+960.00 11.088 3,144.41 34,865.91 29+775.26 29+804.80 40+967.01 41+120.00 11.206 3,496.77 39,186.51 29+728.48 29+775.26 41+184.11 41+540.00 11.535 4,564.94 52,657.35 29+712.66 29+728.48 41+700.97 42+100.00 12.091 2,532.96 30,626.43 29+698.96 29+712.66 42+141.36 42+231.52 12.458 1,782.61 22,207.48 29+301.09 29+394.70 42+231.52 42+320.00 12.876 2,999.33 38,619.39 28+960.00 28+981.29 42+320.00 42+323.26 13.313 87.22 1,161.15 28+870.00 28+885.00 42+323.26 42+325.46 13.410 58.99 791.03 28+689.96 28+858.57 42+325.46 42+858.45 13.656 4,166.81 56,900.46 28+360.00 28+395.49 42+858.45 42+965.19 14.477 1,097.18 15,883.41 28+170.00 28+258.35 42+965.19 43+059.62 14.722 2,857.09 42,062.24 27+900.00 28+079.12 43+059.62 43+680.59 15.204 8,948.67 136,055.48 27+770.13 27+815.13 43+680.59 44+080.00 15.919 4,639.10 73,850.91 27+760.00 27+768.14 43+884.30 43+995.98 16.158 2,456.19 39,686.42 27+681.72 27+709.73 44+029.73 44+176.77 16.338 2,376.37 38,824.88 PUENTE ESPERANZA 44+121.30 44+134.80 16.849 677.87 11,421.43 TOTAL 118,082.76 777,149.80 DM 6.58 KM DISTANCIA <= 1 K 118,082.76 M3-KM DISTANCIA > 1 KM 659,067.04 M3-KM

Transcript of RESUMEN EXPLAN. trannsporte en general-enero2004.xls

Page 1: RESUMEN EXPLAN. trannsporte en general-enero2004.xls

ADECUACIÓN Y ACTUALIZACIÓN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO – OXAPAMPA.

HOJA DE METRADOS07.00.00 TRANSPORTE

TRANSPORTE DE MATERIALES GRANULARES PARA RELLENOS CON MATERIAL EXCEDENTE DE CORTE

UBICACIÓN : DIST: OXAPAMPA, PROV.: OXAPAMPA, DPTO:PASCO REVISADO : E.P.H.FECHA : OCTUBRE 2003 HECHO : A.CH.

Progresiva Progresiva DISTANCIA VOLUMEN MOMENTO DE

OBSERVACION Inicial Final Inicial Final EXC. DE CORTE TRANSPORTE

Km Km Km Km KM M3 M3-KM

0+.00 0+31.34 0+151.34 0+156.43 0.130 63.29 63.424+111.15 4+123.03 4+243.03 4+258.99 0.129 148.70 19.235+166.52 5+190.22 5+310.22 5+361.70 0.145 642.35 93.435+740.95 5+794.56 5+914.56 6+180.00 0.236 1,135.98 268.045+715.00 5+740.95 6+188.05 6+221.57 0.467 525.48 245.555+689.58 5+697.49 6+221.57 6+229.25 0.530 234.91 124.40

29+394.70 29+415.62 29+535.62 29+578.96 0.142 1,497.97 212.5830+580.00 30+626.84 30+813.36 30+844.15 0.212 545.91 115.8630+556.40 30+566.17 30+844.15 30+848.89 0.283 143.65 40.7130+387.66 30+400.00 30+848.89 30+860.00 0.457 306.38 139.9530+268.74 30+387.66 30+971.40 31+340.00 0.751 3,189.77 2,393.9530+100.00 30+268.74 31+515.15 31+938.94 1.445 11,397.47 16,463.7630+020.00 30+079.85 31+938.94 31+985.26 1.894 2,542.42 4,814.1529+830.04 30+005.63 31+985.26 32+240.00 2.139 7,901.41 16,902.3329+822.62 29+830.04 32+353.80 32+420.00 2.545 1,311.28 3,336.9933+628.72 33+631.03 33+751.03 33+767.84 0.126 101.60 12.8333+894.43 33+910.88 34+030.88 34+080.00 0.140 583.08 81.5433+887.84 33+894.43 34+161.59 34+184.40 0.277 293.06 81.2533+600.44 33+628.72 34+184.40 34+339.99 0.608 1,273.79 774.8834+664.45 34+694.75 34+814.75 35+069.06 0.219 1,353.23 296.3435+537.02 35+645.00 35+764.99 35+940.00 0.195 795.51 155.3735+508.20 35+537.02 36+058.64 36+107.07 0.549 210.39 115.4036+227.07 36+263.02 36+383.02 36+399.55 0.137 197.71 27.1635+189.07 35+508.20 36+399.55 36+509.23 1.030 2,313.00 2,382.8234+580.00 34+664.45 36+509.23 36+537.12 1.880 773.93 1,455.2434+396.67 34+488.81 36+537.12 36+553.17 2.080 480.27 998.7633+518.91 33+600.44 36+553.17 36+680.90 3.028 4,171.49 12,630.5533+180.00 33+310.00 36+680.90 36+837.45 3.464 3,812.12 13,203.4133+110.00 33+134.56 36+837.45 36+845.16 3.713 159.71 592.9632+940.00 32+996.62 36+845.16 36+942.60 3.900 2,655.89 10,358.6332+702.17 32+787.25 36+942.60 37+050.00 4.216 2,072.97 8,740.0732+680.99 32+702.17 37+104.07 37+236.04 4.454 2,518.18 11,215.1729+817.67 29+822.62 37+236.04 37+298.59 7.435 851.17 6,328.1837+425.12 37+441.10 37+626.50 37+680.00 0.197 275.88 54.3637+418.59 37+425.12 40+886.95 40+890.41 3.457 155.33 536.9639+570.98 39+660.23 39+780.51 39+872.87 0.180 1,030.50 185.7839+352.16 39+355.96 39+872.87 39+900.00 0.525 335.20 175.9939+280.00 39+352.16 39+961.83 40+013.22 0.649 1,348.97 875.9339+200.00 39+230.53 40+013.22 40+016.99 0.793 50.55 40.0639+162.21 39+178.99 40+016.99 40+034.40 0.850 311.41 264.5938+664.79 38+678.44 40+034.40 40+080.00 1.374 474.47 651.9738+713.69 38+776.07 38+896.07 38+960.00 0.156 771.57 120.2438+678.44 38+713.69 39+009.58 39+042.21 0.321 194.11 62.3238+593.82 38+664.79 40+192.15 40+380.00 1.608 2,326.54 3,740.7538+167.14 38+168.40 38+288.40 38+320.00 0.128 73.59 9.3938+164.98 38+167.14 38+346.78 38+420.00 0.198 126.76 25.1338+161.99 38+164.98 38+486.62 38+500.00 0.327 174.64 57.0737+869.24 38+161.99 40+380.34 40+886.95 2.501 8,342.64 20,863.8729+804.80 29+817.67 40+890.41 40+960.00 11.088 3,144.41 34,865.9129+775.26 29+804.80 40+967.01 41+120.00 11.206 3,496.77 39,186.5129+728.48 29+775.26 41+184.11 41+540.00 11.535 4,564.94 52,657.3529+712.66 29+728.48 41+700.97 42+100.00 12.091 2,532.96 30,626.4329+698.96 29+712.66 42+141.36 42+231.52 12.458 1,782.61 22,207.4829+301.09 29+394.70 42+231.52 42+320.00 12.876 2,999.33 38,619.3928+960.00 28+981.29 42+320.00 42+323.26 13.313 87.22 1,161.1528+870.00 28+885.00 42+323.26 42+325.46 13.410 58.99 791.0328+689.96 28+858.57 42+325.46 42+858.45 13.656 4,166.81 56,900.4628+360.00 28+395.49 42+858.45 42+965.19 14.477 1,097.18 15,883.4128+170.00 28+258.35 42+965.19 43+059.62 14.722 2,857.09 42,062.2427+900.00 28+079.12 43+059.62 43+680.59 15.204 8,948.67 136,055.4827+770.13 27+815.13 43+680.59 44+080.00 15.919 4,639.10 73,850.9127+760.00 27+768.14 43+884.30 43+995.98 16.158 2,456.19 39,686.4227+681.72 27+709.73 44+029.73 44+176.77 16.338 2,376.37 38,824.88

PUENTE ESPERANZA 44+121.30 44+134.80 16.849 677.87 11,421.43

TOTAL 118,082.76 777,149.80

DM 6.58 KMDISTANCIA <= 1 KM 118,082.76 M3-KMDISTANCIA > 1 KM 659,067.04 M3-KM

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ADECUACIÓN Y ACTUALIZACIÓN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO – OXAPAMPA.

CALCULO DE VOLUMEN DE RELLENOS CON MATERIAL PROPIO COMPRENDIDOS EN TRANSPORTE LIBRE DE PAGO (D.L.P=120m)

UBICACIÓN : DIST: OXAPAMPA, PROV.: OXAPAMPA, DPTO:PASCO

FECHA : OCTUBRE 2003

Progresiva DISTANCIA VOLUMEN MOMENTO DE

Inicial Final LIBRE DE PAGO EXC. DE CORTE TRANSPORTE

Km Km KM M3 M3-KM

0+31.34 0+151.34 120.000 124.19 14.900+453.72 0+480.00 26.280 21.74 0.57 ###0+812.96 0+900.00 87.040 47.29 4.12 ###0+998.46 1+020.00 21.540 2.48 0.05 ###1+077.21 1+197.21 120.000 43.84 5.26 ###1+197.21 1+223.07 25.860 32.41 0.84 ###2+483.56 2+520.00 36.440 262.36 9.56 ###2+596.28 2+700.00 103.720 594.26 61.64 ###2+755.03 2+800.00 44.970 47.00 2.11 ###3+016.54 3+041.80 25.260 24.66 0.62 ###3+041.80 3+070.46 28.660 24.28 0.70 ###3+070.46 3+140.00 69.540 83.53 5.81 ###3+463.14 3+540.00 76.860 60.88 4.68 ###3+707.07 3+820.00 112.930 162.51 18.35 ###4+123.03 4+243.03 120.000 298.31 35.80 ###4+258.99 4+337.68 78.694 97.97 7.71 ###4+415.10 4+440.00 24.900 66.60 1.66 ###4+648.80 4+740.00 91.197 261.55 23.85 ###4+855.81 4+882.20 26.387 17.44 0.46 ###5+172.89 5+292.89 120.000 690.26 82.83 ###5+491.66 5+584.40 92.736 1,179.17 109.35 ###5+584.40 5+640.00 55.604 161.56 8.98 ###5+584.40 5+640.00 55.599 151.56 8.43 ###5+697.49 5+715.00 17.507 63.13 1.11 ###5+794.56 5+914.56 120.000 183.57 22.03 ###6+180.00 6+188.05 8.047 10.59 0.09 ###6+229.25 6+349.25 120.000 986.11 118.33 ###6+393.95 6+440.00 46.055 69.78 3.21 ###6+932.33 7+020.00 87.674 144.74 12.69 ###7+095.01 7+120.00 24.986 17.20 0.43 ###7+230.58 7+350.58 120.000 364.52 43.74 ###7+350.58 7+407.91 57.330 657.74 37.71 ###8+110.88 8+210.00 99.122 277.86 27.54 ###8+298.86 8+310.00 11.145 5.14 0.06 ###8+327.12 8+380.00 52.885 52.22 2.76 ###8+558.91 8+581.90 22.991 6.71 0.15 ###8+792.85 8+880.00 87.150 557.99 48.63 ###9+481.89 9+580.00 98.114 354.28 34.76 ###9+688.27 9+700.00 11.733 26.44 0.31 ###9+831.14 9+900.00 68.857 256.41 17.66 ###10+093.22 10+120.00 26.777 42.89 1.15 ###10+169.38 10+240.00 70.619 28.04 1.98 ###10+276.92 10+280.00 3.079 0.93 0.00 ###10+438.56 10+440.00 1.445 1.11 0.00 ###10+739.90 10+770.00 30.104 8.18 0.25 ###10+910.00 10+986.00 76.002 383.92 29.18 ###10+986.00 11+036.21 50.212 238.58 11.98 ###11+152.27 11+200.00 47.734 108.32 5.17 ###13+613.77 13+680.00 66.235 130.39 8.64 ###14+096.14 14+150.00 53.864 282.50 15.22 ###

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ADECUACIÓN Y ACTUALIZACIÓN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO – OXAPAMPA.

CALCULO DE VOLUMEN DE RELLENOS CON MATERIAL PROPIO COMPRENDIDOS EN TRANSPORTE LIBRE DE PAGO (D.L.P=120m)

UBICACIÓN : DIST: OXAPAMPA, PROV.: OXAPAMPA, DPTO:PASCO

FECHA : OCTUBRE 2003

Progresiva DISTANCIA VOLUMEN MOMENTO DE

Inicial Final LIBRE DE PAGO EXC. DE CORTE TRANSPORTE

Km Km KM M3 M3-KM

14+834.91 14+890.00 55.095 270.11 14.88 ###15+437.18 15+450.00 12.824 37.42 0.48 ###15+614.86 15+680.00 65.140 453.38 29.53 ###15+840.00 15+920.00 80.000 403.06 32.24 ###15+920.00 16+014.62 94.621 442.43 41.86 ###16+014.62 16+044.96 30.338 103.51 3.14 ###16+157.62 16+170.00 12.380 27.06 0.33 ###16+377.71 16+410.00 32.290 82.43 2.66 ###16+440.00 16+550.00 110.000 354.38 38.98 ###16+556.73 16+610.00 53.267 133.41 7.11 ###16+647.78 16+660.00 12.224 17.14 0.21 ###16+789.75 16+831.04 41.291 96.03 3.97 ###16+860.30 16+900.00 39.700 244.24 9.70 ###16+965.26 17+080.00 114.738 833.37 95.62 ###17+619.38 17+632.50 13.124 9.57 0.13 ###18+491.08 18+550.00 58.918 98.49 5.80 ###18+931.63 18+960.00 28.367 95.39 2.71 ###20+647.43 20+700.00 52.570 228.27 12.00 ###21+143.38 21+180.00 36.622 559.37 20.49 ###21+666.56 21+700.00 33.445 51.67 1.73 ###21+999.37 22+020.00 20.632 31.54 0.65 ###22+639.98 22+690.00 50.019 304.33 15.22 ###22+819.01 22+860.00 40.995 122.65 5.03 ###22+937.42 23+040.00 102.578 2,542.72 260.83 ###23+266.33 23+304.00 37.669 93.20 3.51 ###23+473.20 23+500.00 26.797 137.38 3.68 ###23+602.37 23+738.00 135.626 696.10 94.41 ###24+338.58 24+360.00 21.416 17.52 0.38 ###24+559.00 24+640.00 109.681 811.16 88.97 ###26+196.43 26+250.00 53.572 814.71 43.65 ###26+858.67 26+920.00 61.327 283.40 17.38 ###27+245.11 27+260.00 14.895 27.01 0.40 ###27+523.47 27+600.00 76.532 378.73 28.98 ###27+709.73 27+750.00 40.268 463.27 18.65 ###27+815.13 27+900.00 84.869 668.39 56.73 ###28+079.12 28+170.00 90.878 247.08 22.45 ###28+258.35 28+360.00 101.647 583.32 59.29 ###28+395.49 28+510.00 114.512 912.85 104.5328+510.00 28+626.01 116.007 445.28 51.6628+626.01 28+689.95 63.947 250.60 16.0328+858.56 28+870.00 11.438 30.55 0.3528+885.01 28+960.00 74.992 187.29 14.0529+415.62 29+535.62 120.000 1,542.72 185.1329+578.96 29+698.96 120.000 1,537.22 184.4730+005.63 30+020.00 14.373 33.06 0.4830+079.85 30+100.00 20.148 31.97 0.6430+400.00 30+503.97 103.971 943.09 98.0530+503.97 30+556.40 52.430 518.16 27.1730+566.17 30+580.00 13.833 29.48 0.4130+626.84 30+720.00 93.158 65.72 6.1230+720.00 30+813.36 93.357 23.58 2.2030+860.00 30+971.40 111.398 331.33 36.9131+340.00 31+422.66 82.661 167.40 13.8431+422.66 31+515.15 92.489 189.70 17.54

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ADECUACIÓN Y ACTUALIZACIÓN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO – OXAPAMPA.

CALCULO DE VOLUMEN DE RELLENOS CON MATERIAL PROPIO COMPRENDIDOS EN TRANSPORTE LIBRE DE PAGO (D.L.P=120m)

UBICACIÓN : DIST: OXAPAMPA, PROV.: OXAPAMPA, DPTO:PASCO

FECHA : OCTUBRE 2003

Progresiva DISTANCIA VOLUMEN MOMENTO DE

Inicial Final LIBRE DE PAGO EXC. DE CORTE TRANSPORTE

Km Km KM M3 M3-KM

32+240.00 32+353.80 113.804 741.82 84.4232+420.00 32+525.07 105.073 312.29 32.8132+525.07 32+583.81 58.737 331.66 19.4832+583.81 32+632.24 48.427 243.11 11.7732+632.24 32+680.99 48.750 634.04 30.9132+787.26 32+856.88 69.623 266.49 18.5532+856.88 32+880.84 23.956 13.61 0.3332+880.84 32+927.63 46.792 49.22 2.3032+927.63 32+940.00 12.369 12.36 0.1532+996.62 33+110.00 113.379 229.56 26.0333+134.56 33+180.00 45.442 38.30 1.7433+310.00 33+425.44 115.441 803.28 92.7333+425.44 33+518.92 93.475 2,943.77 275.1733+631.03 33+751.03 120.001 543.98 65.2833+767.84 33+887.84 120.000 397.32 47.6833+910.88 34+030.88 120.000 553.65 66.4434+080.00 34+161.59 81.587 131.78 10.7534+340.00 34+368.00 27.995 22.69 0.6434+368.00 34+396.67 28.667 24.36 0.7034+488.81 34+580.00 91.187 90.18 8.2234+694.75 34+814.75 120.001 380.81 45.7035+069.07 35+189.06 119.987 99.34 11.9235+644.99 35+764.99 120.000 273.52 32.8235+960.00 36+058.64 98.640 63.28 6.2436+107.07 36+227.07 120.000 252.63 30.3236+263.02 36+383.02 120.000 283.19 33.9837+050.00 37+104.07 54.065 140.34 7.5937+298.59 37+418.59 120.000 1,574.01 188.8837+441.10 37+500.00 58.900 79.60 4.6937+500.00 37+626.50 117.954 272.03 32.0937+680.00 37+748.47 68.469 58.40 4.0037+748.47 37+869.25 120.783 225.42 27.2338+168.40 38+288.40 120.000 1,076.43 129.1738+320.00 38+346.78 26.780 17.28 0.4638+420.00 38+486.62 66.621 160.55 10.7038+500.00 38+540.00 40.000 37.47 1.5038+540.00 38+593.82 53.815 69.34 3.7338+776.07 38+896.07 120.000 1,663.68 199.6438+960.00 39+009.58 49.583 61.57 3.0539+042.21 39+162.21 120.000 354.19 42.5039+178.99 39+200.00 21.007 25.13 0.5339+230.53 39+280.00 49.472 52.61 2.6039+355.96 39+470.00 114.045 2,111.81 240.8439+470.00 39+570.98 100.983 836.50 84.4739+660.23 39+690.00 29.768 31.69 0.9439+690.00 39+780.51 90.514 576.09 52.1439+900.00 39+961.83 61.834 82.44 5.1040+080.00 40+192.15 112.151 578.99 64.9340+960.00 40+967.01 7.005 3.83 0.0341+120.00 41+184.11 64.106 55.21 3.5441+540.00 41+603.23 63.232 55.13 3.4941+603.23 41+700.97 97.738 183.65 17.9542+100.00 42+141.37 41.372 10.41 0.43

Page 5: RESUMEN EXPLAN. trannsporte en general-enero2004.xls

ADECUACIÓN Y ACTUALIZACIÓN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO – OXAPAMPA.

CALCULO DE VOLUMEN DE RELLENOS CON MATERIAL PROPIO COMPRENDIDOS EN TRANSPORTE LIBRE DE PAGO (D.L.P=120m)

UBICACIÓN : DIST: OXAPAMPA, PROV.: OXAPAMPA, DPTO:PASCO

FECHA : OCTUBRE 2003

Progresiva DISTANCIA VOLUMEN MOMENTO DE

Inicial Final LIBRE DE PAGO EXC. DE CORTE TRANSPORTE

Km Km KM M3 M3-KM

TOTAL 49,848.38 4,745.70

Page 6: RESUMEN EXPLAN. trannsporte en general-enero2004.xls

ADECUACIÓN Y ACTUALIZACIÓN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO – OXAPAMPA.

METRADO DE EXPLANACIONES / ult. Adecuacion

UBICACIÓN : DISTRITO : OXAPAMPA, PROV. : OXAPAMPA, DPTO : PASCO REVISADO : E.P.H.HECHO : L.E.V.S.

FECHA : OCTUBRE 2003 PLANOS :

PROGRESIVASCORTE

VOLUMEN DE RELLENO VOLUMEN DE CORTE

RELLENOMATERIAL ROCA ROCASUELTO SUELTA FIJA

M3 M3 M3 M3 M3 M3 M3 M3KM KM (01) (02) (03) (04) (05) (06) (07) (08)0 1 19,204.88 601.46 400.12 2,391.70 4,639.65 12,173.53 26,064.11 836.02 1 2 38,962.54 695.26 624.96 11,656.53 8,923.16 18,382.84 51,906.75 966.41 2 3 16,719.42 1,118.25 399.54 3,022.33 4,949.91 8,747.17 22,458.84 1,554.36 3 4 7,226.22 944.29 663.92 2,998.21 3,553.26 674.75 9,311.65 1,312.57 4 5 8,769.32 2,219.23 1,496.28 1,677.39 4,072.80 3,019.13 11,618.15 3,084.72 5 6 8,993.20 8,178.10 1,207.03 2,084.91 2,295.44 4,612.84 12,048.19 11,367.56 6 7 17,210.39 1,198.70 719.92 855.66 2,932.63 13,422.10 23,672.94 1,666.19 7 8 67,747.90 2,347.86 1,486.85 950.61 14,619.96 52,177.33 93,242.47 3,263.52 8 9 20,681.06 1,874.75 1,165.66 11,441.23 8,272.43 967.41 26,410.06 2,605.91 9 10 24,136.23 1,890.86 1,397.14 7,060.67 9,839.75 7,235.81 31,747.64 2,628.29 10 11 17,780.83 1,211.62 743.42 5,546.69 7,148.97 5,085.16 23,346.26 1,684.15 11 12 34,024.20 1,281.18 1,119.41 8,578.51 10,440.07 15,005.63 45,303.10 1,780.83 12 13 52,846.64 518.50 518.50 22,613.80 19,573.49 10,659.35 68,635.87 720.72 13 14 37,259.69 700.67 603.52 5,045.19 14,322.63 17,891.87 49,974.53 973.93 14 15 59,878.05 2,448.07 2,014.94 7,106.91 23,951.22 28,819.91 80,368.11 3,402.82 15 16 39,584.78 1,370.78 761.51 14,757.56 15,195.22 9,632.00 51,685.54 1,905.39 16 17 20,141.69 4,377.70 3,194.48 6,426.42 9,923.74 3,791.52 26,242.02 6,085.01 17 18 50,950.80 1,073.46 552.42 14,943.29 23,945.81 12,061.70 66,695.05 1,492.11 18 19 52,339.01 1,162.98 1,010.42 23,063.35 20,621.69 8,653.97 67,752.94 1,616.54 19 20 40,878.30 2,243.89 2,216.41 3,666.93 13,264.39 23,946.97 55,353.13 3,119.00 20 21 44,906.88 1,378.54 1,196.88 3,497.46 11,966.47 29,442.96 61,148.37 1,916.17 21 22 60,522.28 2,000.78 1,518.64 11,660.33 26,362.14 22,499.80 80,345.92 2,781.09 22 23 34,818.19 2,401.34 1,535.52 2,440.22 14,551.41 17,826.56 46,924.29 3,337.86 23 24 33,677.38 3,766.19 1,523.10 9,898.62 11,764.80 12,013.95 44,487.05 5,235.00 24 25 54,987.28 2,832.68 1,972.50 4,375.62 14,757.85 35,853.80 74,850.06 3,937.42 25 26 37,598.28 619.05 619.05 2,587.44 11,193.71 23,817.12 51,130.10 860.48 26 27 66,362.07 3,037.61 2,173.76 8,619.78 16,427.46 41,314.84 89,971.19 4,222.27 27 28 37,614.02 2,679.81 1,446.83 25,860.50 9,570.74 2,182.78 47,823.48 3,724.94 28 29 16,281.89 4,167.96 2,091.99 9,065.87 6,531.46 684.57 20,781.63 5,793.46 29 30 28,433.83 4,627.80 1,007.21 20,495.77 7,615.84 322.23 35,971.42 6,432.64 30 31 19,323.60 3,278.39 1,343.68 6,019.81 5,427.56 7,876.23 25,607.31 4,556.96 31 32 457.87 14,254.75 139.97 457.87 - - 572.33 19,814.10 32 33 11,315.30 11,674.88 2,637.42 6,217.37 2,612.76 2,485.17 14,647.54 16,228.09 33 34 14,687.12 5,628.94 1,496.69 4,403.41 2,953.41 7,330.30 19,606.11 7,824.22 34 35 3,808.08 4,240.95 982.01 1,961.77 994.98 851.34 4,937.55 5,894.92 35 36 3,448.70 1,402.75 109.75 3,448.70 - - 4,310.88 1,949.82 36 37 755.75 13,655.41 91.50 755.75 - - 944.69 18,981.03 37 38 5,365.79 5,729.72 579.74 2,623.86 1,761.52 980.41 6,942.37 7,964.31 38 39 13,603.14 3,169.87 1,050.47 3,574.55 6,389.13 3,639.46 17,869.31 4,406.12 39 40 10,185.29 4,085.38 1,304.68 3,243.78 5,319.56 1,621.95 13,240.88 5,678.67 40 41 794.53 13,115.41 258.03 702.33 92.20 - 997.77 18,230.42 41 42 465.94 7,553.57 206.34 328.89 124.90 12.15 590.50 10,499.46 42 43 48.05 9,061.71 37.85 48.05 - - 60.06 12,595.78 43 44 - 13,619.46 - - - - - 18,931.05 44 44.1 2.77 700.39 542.30 542.30 - - 677.87 50,369.76

TOTAL 1,134,799.17 176,140.94 48,162.34 288,717.94 378,904.13 467,716.62 1,508,276.07 294,232.12

Factorado Por Geometria01 RELLENO CON MATERIAL PROPIO 122332.7383 91,195.93

RELLENO PROPIO 66945.65389 48,162.34COMPENSACION DLP = 120 m 55387.08444 43,033.59

02 RELLENO CON MATERIAL EXCEDENTE DE CORTE (10% PERDIDA EN CO 155269.8477 84,945.00 109329.8528*03 ELIMINACIÓN DE MATERIAL EXCEDENTE DE CORTE ###

958658.2297

* SE HA CONSIDERADO QUE EN EL PROCESO DE CORTE SE PIERDE EL 20% DE VOLUMEN

CORTE CORREGIDO

RELLENO CORREGIDORELLENO

PROPIO