volumen corte conduccion
TRANSCRIPT
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7/21/2019 Volumen Corte Conduccion
1/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
0 0.41 0
20 0.33 0 20 7.4 7.4 0 0 0 7.4 0 7.4
40 0.35 0 20 6.8 6.8 0 0 0 6.8 0 14.2
60 0.31 0 20 6.6 6.6 0 0 0 6.6 0 20.8
80 0.79 0 20 11 11 0 0 0 11 0 31.8
100 0.41 0 20 12 12 0 0 0 12 0 43.8
120 0 4.26 20 2.05 2.05 0 0 21.3 2.05 21.3 24.55
140 0.53 0 20 2.65 2.65 0 0 21.3 2.65 21.3 5.9
160 0.34 0 20 8.7 8.7 0 0 0 8.7 0 14.6
180 0.41 0 20 7.5 7.5 0 0 0 7.5 0 22.1
200 0.27 0 20 6.8 6.8 0 0 0 6.8 0 28.9
220 0.47 0 20 7.4 7.4 0 0 0 7.4 0 36.3
240 0.46 0 20 9.3 9.3 0 0 0 9.3 0 45.6260 0.91 0 20 13.7 13.7 0 0 0 13.7 0 59.3
280 0.83 0 20 17.4 17.4 0 0 0 17.4 0 76.7
300 0.69 0 20 15.2 15.2 0 0 0 15.2 0 91.9
320 0.72 0 20 14.1 14.1 0 0 0 14.1 0 106
340 0.75 0 20 14.7 14.7 0 0 0 14.7 0 120.7
360 0.44 0 20 11.9 11.9 0 0 0 11.9 0 132.6
380 0.42 0 20 8.6 8.6 0 0 0 8.6 0 141.2
400 0.5 0 20 9.2 9.2 0 0 0 9.2 0 150.4
420 0.47 0 20 9.7 9.7 0 0 0 9.7 0 160.1
440 0.9 0 20 13.7 13.7 0 0 0 13.7 0 173.8
460 0.61 0 20 15.1 15.1 0 0 0 15.1 0 188.9
480 0.7 0 20 13.1 13.1 0 0 0 13.1 0 202
500 0.65 0 20 13.5 13.5 0 0 0 13.5 0 215.5
520 0.7 0 20 13.5 13.5 0 0 0 13.5 0 229
540 0.65 0 20 13.5 13.5 0 0 0 13.5 0 242.5
560 0.47 0 20 11.2 11.2 0 0 0 11.2 0 253.7
580 0.84 0 20 13.1 13.1 0 0 0 13.1 0 266.8
600 0.68 0 20 15.2 15.2 0 0 0 15.2 0 282
620 0.82 0 20 15 15 0 0 0 15 0 297
640 0.97 0 20 17.9 17.9 0 0 0 17.9 0 314.9
660 0.41 0 20 13.8 13.8 0 0 0 13.8 0 328.7
680 0.87 0 20 12.8 12.8 0 0 0 12.8 0 341.5
700 0.86 0 20 17.3 17.3 0 0 0 17.3 0 358.8
720 0.91 0 20 17.7 17.7 0 0 0 17.7 0 376.5
740 0.96 0 20 18.7 18.7 0 0 0 18.7 0 395.2
760 0.57 0 20 15.3 15.3 0 0 0 15.3 0 410.5
780 0.94 0 20 15.1 15.1 0 0 0 15.1 0 425.6
800 0.33 0 20 12.7 12.7 0 0 0 12.7 0 438.3
820 0.7 0 20 10.3 10.3 0 0 0 10.3 0 448.6
840 0.51 0 20 12.1 12.1 0 0 0 12.1 0 460.7
860 0.56 0 20 10.7 10.7 0 0 0 10.7 0 471.4
880 0.33 0 20 8.9 8.9 0 0 0 8.9 0 480.3
900 0.35 0 20 6.8 6.8 0 0 0 6.8 0 487.1
920 0.52 0 20 8.7 8.7 0 0 0 8.7 0 495.8
940 0.39 0 20 9.1 9.1 0 0 0 9.1 0 504.9
960 1.01 0 20 14 14 0 0 0 14 0 518.9
980 0.93 0 20 19.4 19.4 0 0 0 19.4 0 538.3
1000 0.85 0 20 17.8 17.8 0 0 0 17.8 0 556.1
Sub-Total: 59.! 59.! " " #$.%
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
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7/21/2019 Volumen Corte Conduccion
2/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
1020 0.39 0 20 12.4 12.4 0 0 0 12.4 0 568.5
1040 0.35 0 20 7.4 7.4 0 0 0 7.4 0 575.9
1060 0.58 0 20 9.3 9.3 0 0 0 9.3 0 585.2
1080 0.54 0 20 11.2 11.2 0 0 0 11.2 0 596.4
1100 0.53 0 20 10.7 10.7 0 0 0 10.7 0 607.1
1120 0.53 0 20 10.6 10.6 0 0 0 10.6 0 617.7
1140 0.52 0 20 10.5 10.5 0 0 0 10.5 0 628.2
1160 0.51 0 20 10.3 10.3 0 0 0 10.3 0 638.5
1180 0.51 0 20 10.2 10.2 0 0 0 10.2 0 648.7
1200 0.68 0 20 11.9 11.9 0 0 0 11.9 0 660.6
1220 0.58 0 20 12.6 12.6 0 0 0 12.6 0 673.2
1240 0.61 0 20 11.9 11.9 0 0 0 11.9 0 685.1
1260 0.61 0 20 12.2 12.2 0 0 0 12.2 0 697.3
1280 0.5 0 20 11.1 11.1 0 0 0 11.1 0 708.4
1300 0.56 0 20 10.6 10.6 0 0 0 10.6 0 719
1320 0.64 0 20 12 12 0 0 0 12 0 731
1340 0.42 0 20 10.6 10.6 0 0 0 10.6 0 741.6
1360 0.49 0 20 9.1 9.1 0 0 0 9.1 0 750.7
1380 0.52 0 20 10.1 10.1 0 0 0 10.1 0 760.8
1400 0.48 0 20 10 10 0 0 0 10 0 770.8
1420 0.94 0 20 14.2 14.2 0 0 0 14.2 0 785
1440 0.44 0 20 13.8 13.8 0 0 0 13.8 0 798.8
1460 0.55 0 20 9.9 9.9 0 0 0 9.9 0 808.7
1480 0.5 0 20 10.5 0 10.5 0 0 10.5 0 819.2
1500 0.65 0 20 11.5 0 11.5 0 0 11.5 0 830.7
1520 0.69 0 20 13.4 0 13.4 0 0 13.4 0 844.1
1540 1.29 0 20 19.8 19.8 0 0 0 19.8 0 863.91560 0.64 0 20 19.3 19.3 0 0 0 19.3 0 883.2
1580 0.6 0 20 12.4 12.4 0 0 0 12.4 0 895.6
1600 0.32 0 20 9.2 9.2 0 0 0 9.2 0 904.8
1620 1.26 0 20 15.8 0 0 15.8 0 15.8 0 920.6
1640 0.38 0 20 16.4 0 0 16.4 0 16.4 0 937
1660 0.37 0 20 7.5 0 0 7.5 0 7.5 0 944.5
1680 0.61 0 20 9.8 0 0 9.8 0 9.8 0 954.3
1700 0.61 0 20 12.2 0 0 12.2 0 12.2 0 966.5
1720 0.1 0 20 7.1 0 0 7.1 0 7.1 0 973.6
1740 0.76 0 20 8.6 0 0 8.6 0 8.6 0 982.2
1760 0.82 0 20 15.8 15.8 0 0 0 15.8 0 998
1780 0.63 0 20 14.5 14.5 0 0 0 14.5 0 1012.5
1800 0.6 0 20 12.3 12.3 0 0 0 12.3 0 1024.8
1820 0.5 0 20 11 11 0 0 0 11 0 1035.8
1840 0.34 0 20 8.4 8.4 0 0 0 8.4 0 1044.2
1860 0.88 0 20 12.2 12.2 0 0 0 12.2 0 1056.4
1880 1.01 0 20 18.9 18.9 0 0 0 18.9 0 1075.3
1900 0.5 0 20 15.1 15.1 0 0 0 15.1 0 1090.4
1920 0.53 0 20 10.3 10.3 0 0 0 10.3 0 1100.7
1940 0.69 0 20 12.2 0 12.2 0 0 12.2 0 1112.9
1960 1.21 0 20 19 0 19 0 0 19 0 1131.9
1980 0.23 0 20 14.4 0 14.4 0 0 14.4 0 1146.3
2000 0.28 0 20 5.1 0 5.1 0 0 5.1 0 1151.4
Sub-Total: 595.& #&'. %.' !!.# "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
3/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
2020 0.35 0 20 6.3 0 6.3 0 0 6.3 0 1157.7
2040 0.29 0 20 6.4 0 6.4 0 0 6.4 0 1164.1
2060 0.76 0 20 10.5 0 10.5 0 0 10.5 0 1174.6
2080 0.68 0 20 14.4 0 14.4 0 0 14.4 0 1189
2100 0.52 0 20 12 0 12 0 0 12 0 1201
2120 0.44 0 20 9.6 0 9.6 0 0 9.6 0 1210.6
2140 0.52 0 20 9.6 0 9.6 0 0 9.6 0 1220.2
2160 0.58 0 20 11 0 11 0 0 11 0 1231.2
2180 0.63 0 20 12.1 0 12.1 0 0 12.1 0 1243.3
2200 0.69 0 20 13.2 0 13.2 0 0 13.2 0 1256.5
2220 0.74 0 20 14.3 0 14.3 0 0 14.3 0 1270.8
2240 0.92 0 20 16.6 0 16.6 0 0 16.6 0 1287.4
2260 0.7 0 20 16.2 0 16.2 0 0 16.2 0 1303.6
2280 0.69 0 20 13.9 0 13.9 0 0 13.9 0 1317.5
2300 0.6 0 20 12.9 0 12.9 0 0 12.9 0 1330.4
2320 1.14 0 20 17.4 0 17.4 0 0 17.4 0 1347.8
2340 0.81 0 20 19.5 0 19.5 0 0 19.5 0 1367.3
2360 0.64 0 20 14.5 0 14.5 0 0 14.5 0 1381.8
2380 0.49 0 20 11.3 0 11.3 0 0 11.3 0 1393.1
2400 0.48 0 20 9.7 0 9.7 0 0 9.7 0 1402.8
2420 0.49 0 20 9.7 0 9.7 0 0 9.7 0 1412.5
2440 0.5 0 20 9.9 0 9.9 0 0 9.9 0 1422.4
2460 0.62 0 20 11.2 0 11.2 0 0 11.2 0 1433.6
2480 0.84 0 20 14.6 0 14.6 0 0 14.6 0 1448.2
2500 0.58 0 20 14.2 14.2 0 0 0 14.2 0 1462.4
2520 0.63 0 20 12.1 12.1 0 0 0 12.1 0 1474.52540 0.55 0 20 11.8 11.8 0 0 0 11.8 0 1486.3
2560 0.47 0 20 10.2 10.2 0 0 0 10.2 0 1496.5
2580 1.07 0 20 15.4 15.4 0 0 0 15.4 0 1511.9
2600 0.67 0 20 17.4 17.4 0 0 0 17.4 0 1529.3
2620 1.14 0 20 18.1 18.1 0 0 0 18.1 0 1547.4
2640 0.8 0 20 19.4 19.4 0 0 0 19.4 0 1566.8
2660 0.67 0 20 14.7 14.7 0 0 0 14.7 0 1581.5
2680 0.56 0 20 12.3 12.3 0 0 0 12.3 0 1593.8
2700 0.48 0 20 10.4 10.4 0 0 0 10.4 0 1604.2
2720 0.93 0 20 14.1 14.1 0 0 0 14.1 0 1618.3
2740 0.64 0 20 15.7 15.7 0 0 0 15.7 0 1634
2760 0.76 0 20 14 14 0 0 0 14 0 1648
2780 0.84 0 20 16 16 0 0 0 16 0 1664
2800 0.55 0 20 13.9 13.9 0 0 0 13.9 0 1677.9
2820 0.86 0 20 14.1 14.1 0 0 0 14.1 0 1692
2840 1.02 0 20 18.8 18.8 0 0 0 18.8 0 1710.8
2860 0.7 0 20 17.2 17.2 0 0 0 17.2 0 1728
2880 0.94 0 20 16.4 16.4 0 0 0 16.4 0 1744.4
2900 0.88 0 20 18.2 18.2 0 0 0 18.2 0 1762.6
2920 0.76 0 20 16.4 16.4 0 0 0 16.4 0 1779
2940 0.85 0 20 16.1 16.1 0 0 0 16.1 0 1795.1
2960 0.8 0 20 16.5 16.5 0 0 0 16.5 0 1811.6
2980 0.73 0 20 15.3 15.3 0 0 0 15.3 0 1826.9
3000 0.62 0 20 13.5 13.5 0 0 0 13.5 0 1840.4
Sub-Total: %9 &9$.$ $9%. " "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
4/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
3020 0.68 0 20 13 13 0 0 0 13 0 1853.4
3040 0.77 0 20 14.5 14.5 0 0 0 14.5 0 1867.9
3060 1.24 0 20 20.1 20.1 0 0 0 20.1 0 1888
3080 0.66 0 20 19 19 0 0 0 19 0 1907
3100 0.65 0 20 13.1 13.1 0 0 0 13.1 0 1920.1
3120 0.64 0 20 12.9 12.9 0 0 0 12.9 0 1933
3140 0.64 0 20 12.8 12.8 0 0 0 12.8 0 1945.8
3160 0.63 0 20 12.7 12.7 0 0 0 12.7 0 1958.5
3180 1.41 0 20 20.4 0 0 20.4 0 20.4 0 1978.9
3200 0.92 0 20 23.3 0 0 23.3 0 23.3 0 2002.2
3220 0.69 0 20 16.1 0 0 16.1 0 16.1 0 2018.3
3240 0.63 0 20 13.2 0 0 13.2 0 13.2 0 2031.5
3260 0.84 0 20 14.7 0 0 14.7 0 14.7 0 2046.2
3280 1.32 0 20 21.6 0 0 21.6 0 21.6 0 2067.8
3300 1.43 0 20 27.5 0 0 27.5 0 27.5 0 2095.3
3320 0.75 0 20 21.8 0 0 21.8 0 21.8 0 2117.1
3340 1 0 20 17.5 0 0 17.5 0 17.5 0 2134.6
3360 0.29 0 20 12.9 0 0 12.9 0 12.9 0 2147.5
3380 0.53 0 20 8.2 0 0 8.2 0 8.2 0 2155.7
3400 0.94 0 20 14.7 0 0 14.7 0 14.7 0 2170.4
3420 0.54 0 20 14.8 14.8 0 0 0 14.8 0 2185.2
3440 0.43 0 20 9.7 9.7 0 0 0 9.7 0 2194.9
3460 0.07 0 20 5 5 0 0 0 5 0 2199.9
3480 0.63 0 20 7 7 0 0 0 7 0 2206.9
3500 0.81 0 20 14.4 14.4 0 0 0 14.4 0 2221.3
3520 0.38 0 20 11.9 0 0 11.9 0 11.9 0 2233.2
3540 0.85 0 20 12.3 0 0 12.3 0 12.3 0 2245.53560 0.98 0 20 18.3 0 0 18.3 0 18.3 0 2263.8
3580 0.43 0 20 14.1 0 0 14.1 0 14.1 0 2277.9
3600 2.28 0 20 27.1 0 0 27.1 0 27.1 0 2305
3620 1.71 0 20 39.9 0 0 39.9 0 39.9 0 2344.9
3640 0.28 0 20 19.9 0 0 19.9 0 19.9 0 2364.8
3660 0.56 0 20 8.4 0 0 8.4 0 8.4 0 2373.2
3680 0.64 0 20 12 0 0 12 0 12 0 2385.2
3700 0.81 0 20 14.5 0 0 14.5 0 14.5 0 2399.7
3720 0.36 0 20 11.7 0 0 11.7 0 11.7 0 2411.4
3740 0.27 0 20 6.3 0 0 6.3 0 6.3 0 2417.7
3760 0.96 0 20 12.3 0 0 12.3 0 12.3 0 2430
3780 0.8 0 20 17.6 0 0 17.6 0 17.6 0 2447.6
3800 0.3 0 20 11 0 0 11 0 11 0 2458.6
3820 0.56 0 20 8.6 0 0 8.6 0 8.6 0 2467.2
3840 0.64 0 20 12 0 0 12 0 12 0 2479.2
3860 0.95 0 20 15.9 0 0 15.9 0 15.9 0 2495.1
3880 0.91 0 20 18.6 0 0 18.6 0 18.6 0 2513.7
3900 0.65 0 20 15.6 0 0 15.6 0 15.6 0 2529.3
3920 0.73 0 20 13.8 0 0 13.8 0 13.8 0 2543.1
3940 0.65 0 20 13.8 0 0 13.8 0 13.8 0 2556.9
3960 1.5 0 20 21.5 0 0 21.5 0 21.5 0 2578.4
3980 0.92 0 20 24.2 0 0 24.2 0 24.2 0 2602.6
4000 0.92 0 20 18.4 0 0 18.4 0 18.4 0 2621
Sub-Total: !".% '%9 " %''.% "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
5/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
4020 0.92 0 20 18.4 0 18.4 0 0 18.4 0 2639.4
4040 0.92 0 20 18.4 0 18.4 0 0 18.4 0 2657.8
4060 0.92 0 20 18.4 0 18.4 0 0 18.4 0 2676.2
4080 1.46 0 20 23.8 0 23.8 0 0 23.8 0 2700
4100 1.09 0 20 25.5 0 25.5 0 0 25.5 0 2725.5
4120 1.15 0 20 22.4 0 22.4 0 0 22.4 0 2747.9
4140 0.9 0 20 20.5 0 20.5 0 0 20.5 0 2768.4
4160 0.84 0 20 17.4 0 17.4 0 0 17.4 0 2785.8
4180 0.78 0 20 16.2 0 16.2 0 0 16.2 0 2802
4200 0.71 0 20 14.9 0 14.9 0 0 14.9 0 2816.9
4220 0.83 0 20 15.4 0 15.4 0 0 15.4 0 2832.3
4240 0.95 0 20 17.8 0 17.8 0 0 17.8 0 2850.1
4260 1.09 0 20 20.4 0 20.4 0 0 20.4 0 2870.5
4280 0.77 0 20 18.6 0 18.6 0 0 18.6 0 2889.1
4300 0.89 0 20 16.6 0 16.6 0 0 16.6 0 2905.7
4320 0.78 0 20 16.7 16.7 0 0 0 16.7 0 2922.4
4340 0.68 0 20 14.6 14.6 0 0 0 14.6 0 2937
4360 0.57 0 20 12.5 12.5 0 0 0 12.5 0 2949.5
4380 0.39 0 20 9.6 9.6 0 0 0 9.6 0 2959.1
4400 0.49 0 20 8.8 8.8 0 0 0 8.8 0 2967.9
4420 0.42 0 20 9.1 9.1 0 0 0 9.1 0 2977
4440 0.33 0 20 7.5 7.5 0 0 0 7.5 0 2984.5
4460 0.33 0 20 6.6 6.6 0 0 0 6.6 0 2991.1
4480 0.37 0 20 7 7 0 0 0 7 0 2998.1
4500 0.42 0 20 7.9 7.9 0 0 0 7.9 0 3006
4520 0.41 0 20 8.3 8.3 0 0 0 8.3 0 3014.3
4540 0.49 0 20 9 9 0 0 0 9 0 3023.34560 0.45 0 20 9.4 9.4 0 0 0 9.4 0 3032.7
4580 0.7 0 20 11.5 11.5 0 0 0 11.5 0 3044.2
4600 0.52 0 20 12.2 12.2 0 0 0 12.2 0 3056.4
4620 0.53 0 20 10.5 10.5 0 0 0 10.5 0 3066.9
4640 0.61 0 20 11.4 11.4 0 0 0 11.4 0 3078.3
4660 0.55 0 20 11.6 11.6 0 0 0 11.6 0 3089.9
4680 0.46 0 20 10.1 10.1 0 0 0 10.1 0 3100
4700 0.23 0 20 6.9 6.9 0 0 0 6.9 0 3106.9
4720 0.52 0 20 7.5 7.5 0 0 0 7.5 0 3114.4
4740 0.45 0 20 9.7 9.7 0 0 0 9.7 0 3124.1
4760 0.53 0 20 9.8 9.8 0 0 0 9.8 0 3133.9
4780 0.51 0 20 10.4 10.4 0 0 0 10.4 0 3144.3
4800 0.35 0 20 8.6 8.6 0 0 0 8.6 0 3152.9
4820 0.82 0 20 11.7 11.7 0 0 0 11.7 0 3164.6
4840 0.86 0 20 16.8 16.8 0 0 0 16.8 0 3181.4
4860 0.77 0 20 16.3 16.3 0 0 0 16.3 0 3197.7
4880 0.76 0 20 15.3 15.3 0 0 0 15.3 0 3213
4900 0.75 0 20 15.1 15.1 0 0 0 15.1 0 3228.1
4920 0.74 0 20 14.9 14.9 0 0 0 14.9 0 3243
4940 0.74 0 20 14.8 14.8 0 0 0 14.8 0 3257.8
4960 0.74 0 20 14.8 14.8 0 0 0 14.8 0 3272.6
4980 0.74 0 20 14.8 14.8 0 0 0 14.8 0 3287.4
5000 0.74 0 20 14.8 14.8 0 0 0 14.8 0 3302.2
Sub-Total: %'.$ &9%.5 $#.! " "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
6/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
5020 0.56 0 20 13 13 0 0 0 13 0 3315.2
5040 0.51 0 20 10.7 10.7 0 0 0 10.7 0 3325.9
5060 0.49 0 20 10 10 0 0 0 10 0 3335.9
5080 0.22 0 20 7.1 7.1 0 0 0 7.1 0 3343
5100 0.8 0 20 10.2 10.2 0 0 0 10.2 0 3353.2
5120 0.83 0 20 16.3 16.3 0 0 0 16.3 0 3369.5
5140 0.52 0 20 13.5 13.5 0 0 0 13.5 0 3383
5160 0.38 0 20 9 9 0 0 0 9 0 3392
5180 0.42 0 20 8 8 0 0 0 8 0 3400
5200 0.25 0 20 6.7 6.7 0 0 0 6.7 0 3406.7
5220 0.25 0 20 5 5 0 0 0 5 0 3411.7
5240 0.5 0 20 7.5 0 0 7.5 0 7.5 0 3419.2
5260 1.1 0 20 16 0 0 16 0 16 0 3435.2
5280 1.61 0 20 27.1 0 0 27.1 0 27.1 0 3462.3
5300 0.95 0 20 25.6 0 0 25.6 0 25.6 0 3487.9
5320 1.19 0 20 21.4 0 0 21.4 0 21.4 0 3509.3
5340 0.94 0 20 21.3 0 0 21.3 0 21.3 0 3530.6
5360 1.01 0 20 19.5 19.5 0 0 0 19.5 0 3550.1
5380 0.62 0 20 16.3 16.3 0 0 0 16.3 0 3566.4
5400 0.46 0 20 10.8 10.8 0 0 0 10.8 0 3577.2
5420 0.3 0 20 7.6 7.6 0 0 0 7.6 0 3584.8
5440 0.5 0 20 8 8 0 0 0 8 0 3592.8
5460 0.61 0 20 11.1 11.1 0 0 0 11.1 0 3603.9
5480 0.73 0 20 13.4 13.4 0 0 0 13.4 0 3617.3
5500 0.64 0 20 13.7 13.7 0 0 0 13.7 0 3631
5520 0.56 0 20 12 12 0 0 0 12 0 3643
5540 0.62 0 20 11.8 11.8 0 0 0 11.8 0 3654.85560 0.89 0 20 15.1 15.1 0 0 0 15.1 0 3669.9
5580 0.98 0 20 18.7 18.7 0 0 0 18.7 0 3688.6
5600 0.53 0 20 15.1 15.1 0 0 0 15.1 0 3703.7
5620 0.75 0 20 12.8 12.8 0 0 0 12.8 0 3716.5
5640 0.72 0 20 14.7 14.7 0 0 0 14.7 0 3731.2
5660 0.7 0 20 14.2 14.2 0 0 0 14.2 0 3745.4
5680 0.67 0 20 13.7 13.7 0 0 0 13.7 0 3759.1
5700 0.36 0 20 10.3 10.3 0 0 0 10.3 0 3769.4
5720 0.31 0 20 6.7 6.7 0 0 0 6.7 0 3776.1
5740 0.25 0 20 5.6 5.6 0 0 0 5.6 0 3781.7
5760 0.41 0 20 6.6 6.6 0 0 0 6.6 0 3788.3
5780 0.43 0 20 8.4 8.4 0 0 0 8.4 0 3796.7
5800 0.37 0 20 8 8 0 0 0 8 0 3804.7
5820 0.3 0 20 6.7 6.7 0 0 0 6.7 0 3811.4
5840 0.36 0 20 6.6 6.6 0 0 0 6.6 0 3818
5860 0.45 0 20 8.1 8.1 0 0 0 8.1 0 3826.1
5880 0.44 0 20 8.9 8.9 0 0 0 8.9 0 3835
5900 0.44 0 20 8.8 8.8 0 0 0 8.8 0 3843.8
5920 0.42 0 20 8.6 8.6 0 0 0 8.6 0 3852.4
5940 0.41 0 20 8.3 8.3 0 0 0 8.3 0 3860.7
5960 0.35 0 20 7.6 7.6 0 0 0 7.6 0 3868.3
5980 0.29 0 20 6.4 6.4 0 0 0 6.4 0 3874.7
6000 0.34 0 20 6.3 6.3 0 0 0 6.3 0 3881
Sub-Total: 5!. #59.9 " ''.9 "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
7/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
6020 0.4 0 20 7.4 7.4 0 0 0 7.4 0 3888.4
6040 0.43 0 20 8.3 8.3 0 0 0 8.3 0 3896.7
6060 0.46 0 20 8.9 8.9 0 0 0 8.9 0 3905.6
6080 0.41 0 20 8.7 8.7 0 0 0 8.7 0 3914.3
6100 0.33 0 20 7.4 7.4 0 0 0 7.4 0 3921.7
6120 0.29 0 20 6.2 6.2 0 0 0 6.2 0 3927.9
6140 0.27 0 20 5.6 5.6 0 0 0 5.6 0 3933.5
6160 0.28 0 20 5.5 5.5 0 0 0 5.5 0 3939
6180 0.35 0 20 6.3 6.3 0 0 0 6.3 0 3945.3
6200 0.31 0 20 6.6 6.6 0 0 0 6.6 0 3951.9
6220 0.24 0 20 5.5 5.5 0 0 0 5.5 0 3957.4
6240 0.23 0 20 4.7 4.7 0 0 0 4.7 0 3962.1
6260 0.21 0 20 4.4 4.4 0 0 0 4.4 0 3966.5
6280 0.19 0 20 4 4 0 0 0 4 0 3970.5
6300 0.19 0 20 3.8 3.8 0 0 0 3.8 0 3974.3
6320 0.21 0 20 4 4 0 0 0 4 0 3978.3
6340 0.24 0 20 4.5 4.5 0 0 0 4.5 0 3982.8
6360 0.26 0 20 5 5 0 0 0 5 0 3987.8
6380 0.28 0 20 5.4 5.4 0 0 0 5.4 0 3993.2
6400 0.3 0 20 5.8 5.8 0 0 0 5.8 0 3999
6420 0.3 0 20 6 6 0 0 0 6 0 4005
6440 0.37 0 20 6.7 6.7 0 0 0 6.7 0 4011.7
6460 0.69 0 20 10.6 10.6 0 0 0 10.6 0 4022.3
6480 0.79 0 20 14.8 14.8 0 0 0 14.8 0 4037.1
6500 0.83 0 20 16.2 16.2 0 0 0 16.2 0 4053.3
6520 0.66 0 20 14.9 14.9 0 0 0 14.9 0 4068.2
6540 0.48 0 20 11.4 11.4 0 0 0 11.4 0 4079.66560 0.38 0 20 8.6 8.6 0 0 0 8.6 0 4088.2
6580 0.29 0 20 6.7 6.7 0 0 0 6.7 0 4094.9
6600 0.41 0 20 7 7 0 0 0 7 0 4101.9
6620 0.42 0 20 8.3 8.3 0 0 0 8.3 0 4110.2
6640 0.41 0 20 8.3 8.3 0 0 0 8.3 0 4118.5
6660 0.32 0 20 7.3 7.3 0 0 0 7.3 0 4125.8
6680 0.34 0 20 6.6 6.6 0 0 0 6.6 0 4132.4
6700 0.42 0 20 7.6 7.6 0 0 0 7.6 0 4140
6720 0.5 0 20 9.2 9.2 0 0 0 9.2 0 4149.2
6740 0.58 0 20 10.8 10.8 0 0 0 10.8 0 4160
6760 0.55 0 20 11.3 11.3 0 0 0 11.3 0 4171.3
6780 0.55 0 20 11 11 0 0 0 11 0 4182.3
6800 0.57 0 20 11.2 11.2 0 0 0 11.2 0 4193.5
6820 0.61 0 20 11.8 11.8 0 0 0 11.8 0 4205.3
6840 0.57 0 20 11.8 11.8 0 0 0 11.8 0 4217.1
6860 0.49 0 20 10.6 10.6 0 0 0 10.6 0 4227.7
6880 0.41 0 20 9 9 0 0 0 9 0 4236.7
6900 0.33 0 20 7.4 7.4 0 0 0 7.4 0 4244.1
6920 0.35 0 20 6.8 6.8 0 0 0 6.8 0 4250.9
6940 0.42 0 20 7.7 7.7 0 0 0 7.7 0 4258.6
6960 0.23 0 20 6.5 6.5 0 0 0 6.5 0 4265.1
6980 0.1 0 20 3.3 3.3 0 0 0 3.3 0 4268.4
7000 0.29 0 20 3.9 3.9 0 0 0 3.9 0 4272.3
Sub-Total: &9'.& &9'.& " " "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
8/18
-
7/21/2019 Volumen Corte Conduccion
9/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
8020 0.6 0 20 10.5 0 10.5 0 0 10.5 0 4899.2
8040 0.48 0 20 10.8 0 10.8 0 0 10.8 0 4910
8060 0.54 0 20 10.2 0 10.2 0 0 10.2 0 4920.2
8080 0.55 0 20 10.9 0 10.9 0 0 10.9 0 4931.1
8100 0.39 0 20 9.4 0 9.4 0 0 9.4 0 4940.5
8120 0.39 0 20 7.8 0 7.8 0 0 7.8 0 4948.3
8140 0.4 0 20 7.9 0 7.9 0 0 7.9 0 4956.2
8160 0.4 0 20 8 0 8 0 0 8 0 4964.2
8180 0.4 0 20 8 0 8 0 0 8 0 4972.2
8200 0.41 0 20 8.1 0 8.1 0 0 8.1 0 4980.3
8220 0.41 0 20 8.2 0 8.2 0 0 8.2 0 4988.5
8240 0.41 0 20 8.2 0 8.2 0 0 8.2 0 4996.7
8260 0.42 0 20 8.3 0 8.3 0 0 8.3 0 5005
8280 0.43 0 20 8.5 0 8.5 0 0 8.5 0 5013.5
8300 0.43 0 20 8.6 0 8.6 0 0 8.6 0 5022.1
8320 0.43 0 20 8.6 0 8.6 0 0 8.6 0 5030.7
8340 0.41 0 20 8.4 0 8.4 0 0 8.4 0 5039.1
8360 0.44 0 20 8.5 0 8.5 0 0 8.5 0 5047.6
8380 0.48 0 20 9.2 0 9.2 0 0 9.2 0 5056.8
8400 0.39 0 20 8.7 0 8.7 0 0 8.7 0 5065.5
8420 0.51 0 20 9 0 9 0 0 9 0 5074.5
8440 0.43 0 20 9.4 0 9.4 0 0 9.4 0 5083.9
8460 0.68 0 20 11.1 0 11.1 0 0 11.1 0 5095
8480 0.51 0 20 11.9 0 11.9 0 0 11.9 0 5106.9
8500 0.41 0 20 9.2 0 9.2 0 0 9.2 0 5116.1
8520 0.56 0 20 9.7 0 9.7 0 0 9.7 0 5125.8
8540 0.82 0 20 13.8 0 13.8 0 0 13.8 0 5139.68560 0.65 0 20 14.7 0 14.7 0 0 14.7 0 5154.3
8580 0.66 0 20 13.1 0 13.1 0 0 13.1 0 5167.4
8600 0.83 0 20 14.9 0 14.9 0 0 14.9 0 5182.3
8620 1.03 0 20 18.6 0 18.6 0 0 18.6 0 5200.9
8640 0.66 0 20 16.9 0 16.9 0 0 16.9 0 5217.8
8660 0.58 0 20 12.4 0 12.4 0 0 12.4 0 5230.2
8680 0.5 0 20 10.8 0 10.8 0 0 10.8 0 5241
8700 0.43 0 20 9.3 0 9.3 0 0 9.3 0 5250.3
8720 0.42 0 20 8.5 0 8.5 0 0 8.5 0 5258.8
8740 0.96 0 20 13.8 0 13.8 0 0 13.8 0 5272.6
8760 0.71 0 20 16.7 0 16.7 0 0 16.7 0 5289.3
8780 0.43 0 20 11.4 0 11.4 0 0 11.4 0 5300.7
8800 0.19 0 20 6.2 0 6.2 0 0 6.2 0 5306.9
8820 0.29 0 20 4.8 0 4.8 0 0 4.8 0 5311.7
8840 0.66 0 20 9.5 0 9.5 0 0 9.5 0 5321.2
8860 0.45 0 20 11.1 0 11.1 0 0 11.1 0 5332.3
8880 0.42 0 20 8.7 0 8.7 0 0 8.7 0 5341
8900 0.8 0 20 12.2 0 12.2 0 0 12.2 0 5353.2
8920 0.87 0 20 16.7 0 16.7 0 0 16.7 0 5369.9
8940 1.01 0 20 18.8 0 18.8 0 0 18.8 0 5388.7
8960 0.46 0 20 14.7 0 14.7 0 0 14.7 0 5403.4
8980 0.02 0.14 20 4.8 0 4.8 0 0.7 4.8 0.7 5407.5
9000 0.56 0 20 5.8 0 5.8 0 0.7 5.8 0.7 5412.6
Sub-Total: 5$5.& " 5$5.& " '.#
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
10/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
9020 1.16 0 20 17.2 0 17.2 0 0 17.2 0 5429.8
9040 0.81 0 20 19.7 0 19.7 0 0 19.7 0 5449.5
9060 0.73 0 20 15.4 0 15.4 0 0 15.4 0 5464.9
9080 0.49 0 20 12.2 0 12.2 0 0 12.2 0 5477.1
9100 0.98 0 20 14.7 0 14.7 0 0 14.7 0 5491.8
9120 0.36 0 20 13.4 0 13.4 0 0 13.4 0 5505.2
9140 0.61 0 20 9.7 0 9.7 0 0 9.7 0 5514.9
9160 1.11 0 20 17.2 0 17.2 0 0 17.2 0 5532.1
9180 0.58 0 20 16.9 0 16.9 0 0 16.9 0 5549
9200 0.65 0 20 12.3 0 12.3 0 0 12.3 0 5561.3
9220 0.76 0 20 14.1 0 14.1 0 0 14.1 0 5575.4
9240 1.05 0 20 18.1 0 18.1 0 0 18.1 0 5593.5
9260 0.51 0 20 15.6 0 15.6 0 0 15.6 0 5609.1
9280 0.52 0 20 10.3 0 10.3 0 0 10.3 0 5619.4
9300 0.43 0 20 9.5 0 9.5 0 0 9.5 0 5628.9
9320 0.41 0 20 8.4 0 8.4 0 0 8.4 0 5637.3
9340 0.54 0 20 9.5 0 9.5 0 0 9.5 0 5646.8
9360 0.52 0 20 10.6 0 10.6 0 0 10.6 0 5657.4
9380 0.61 0 20 11.3 0 11.3 0 0 11.3 0 5668.7
9400 0.52 0 20 11.3 0 11.3 0 0 11.3 0 5680
9420 0.54 0 20 10.6 0 10.6 0 0 10.6 0 5690.6
9440 0.49 0 20 10.3 0 10.3 0 0 10.3 0 5700.9
9460 0.43 0 20 9.2 0 9.2 0 0 9.2 0 5710.1
9480 0.42 0 20 8.5 0 8.5 0 0 8.5 0 5718.6
9500 0.65 0 20 10.7 0 10.7 0 0 10.7 0 5729.3
9520 0.59 0 20 12.4 0 12.4 0 0 12.4 0 5741.7
9540 0.4 0 20 9.9 0 9.9 0 0 9.9 0 5751.69560 0.42 0 20 8.2 0 8.2 0 0 8.2 0 5759.8
9580 0.43 0 20 8.5 0 8.5 0 0 8.5 0 5768.3
9600 0.55 0 20 9.8 0 9.8 0 0 9.8 0 5778.1
9620 0.45 0 20 10 0 10 0 0 10 0 5788.1
9640 0.42 0 20 8.7 0 8.7 0 0 8.7 0 5796.8
9660 0.43 0 20 8.5 0 8.5 0 0 8.5 0 5805.3
9680 0.65 0 20 10.8 0 10.8 0 0 10.8 0 5816.1
9700 0.36 0 20 10.1 0 10.1 0 0 10.1 0 5826.2
9720 0.68 0 20 10.4 10.4 0 0 0 10.4 0 5836.6
9740 0.47 0 20 11.5 11.5 0 0 0 11.5 0 5848.1
9760 0.88 0 20 13.5 13.5 0 0 0 13.5 0 5861.6
9780 0.72 0 20 16 16 0 0 0 16 0 5877.6
9800 0.68 0 20 14 14 0 0 0 14 0 5891.6
9820 0.88 0 20 15.6 15.6 0 0 0 15.6 0 5907.2
9840 0.8 0 20 16.8 16.8 0 0 0 16.8 0 5924
9860 0.74 0 20 15.4 15.4 0 0 0 15.4 0 5939.4
9880 0.96 0 20 17 17 0 0 0 17 0 5956.4
9900 0.72 0 20 16.8 16.8 0 0 0 16.8 0 5973.2
9920 0.38 0 20 11 11 0 0 0 11 0 5984.2
9940 0.18 0 20 5.6 5.6 0 0 0 5.6 0 5989.8
9960 0.24 0 20 4.2 4.2 0 0 0 4.2 0 5994
9980 0.4 0 20 6.4 6.4 0 0 0 6.4 0 6000.4
10000 0.47 0 20 8.7 8.7 0 0 0 8.7 0 6009.1
Sub-Total: 59%.5 '$.9 #'&.% " "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
11/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
10020 0.45 0 20 9.2 9.2 0 0 0 9.2 0 6018.3
10040 0.61 0 20 10.6 10.6 0 0 0 10.6 0 6028.9
10060 0.27 0 20 8.8 8.8 0 0 0 8.8 0 6037.7
10080 0.32 0 20 5.9 5.9 0 0 0 5.9 0 6043.6
10100 0.51 0 20 8.3 8.3 0 0 0 8.3 0 6051.9
10120 0.85 0 20 13.6 0 0 13.6 0 13.6 0 6065.5
10140 1.07 0 20 19.2 0 0 19.2 0 19.2 0 6084.7
10160 0.45 0 20 15.2 0 0 15.2 0 15.2 0 6099.9
10180 0.73 0 20 11.8 0 0 11.8 0 11.8 0 6111.7
10200 0.93 0 20 16.6 16.6 0 0 0 16.6 0 6128.3
10220 1.1 0 20 20.3 20.3 0 0 0 20.3 0 6148.6
10240 0.66 0 20 17.6 17.6 0 0 0 17.6 0 6166.2
10260 0.45 0 20 11.1 11.1 0 0 0 11.1 0 6177.3
10280 0.29 0 20 7.4 7.4 0 0 0 7.4 0 6184.7
10300 0.31 0 20 6 6 0 0 0 6 0 6190.7
10320 0.25 0 20 5.6 5.6 0 0 0 5.6 0 6196.3
10340 0.24 0 20 4.9 4.9 0 0 0 4.9 0 6201.2
10360 0.31 0 20 5.5 5.5 0 0 0 5.5 0 6206.7
10380 0.76 0 20 10.7 10.7 0 0 0 10.7 0 6217.4
10400 0.75 0 20 15.1 15.1 0 0 0 15.1 0 6232.5
10420 0.54 0 20 12.9 12.9 0 0 0 12.9 0 6245.4
10440 0.55 0 20 10.9 10.9 0 0 0 10.9 0 6256.3
10460 0.51 0 20 10.6 10.6 0 0 0 10.6 0 6266.9
10480 0.44 0 20 9.5 9.5 0 0 0 9.5 0 6276.4
10500 0.26 0 20 7 7 0 0 0 7 0 6283.4
10520 0.28 0 20 5.4 5.4 0 0 0 5.4 0 6288.8
10540 0.29 0 20 5.7 5.7 0 0 0 5.7 0 6294.510560 0.33 0 20 6.2 6.2 0 0 0 6.2 0 6300.7
10580 0.38 0 20 7.1 7.1 0 0 0 7.1 0 6307.8
10600 0.52 0 20 9 9 0 0 0 9 0 6316.8
10620 0.39 0 20 9.1 9.1 0 0 0 9.1 0 6325.9
10640 0.37 0 20 7.6 7.6 0 0 0 7.6 0 6333.5
10660 0.35 0 20 7.2 7.2 0 0 0 7.2 0 6340.7
10680 0.43 0 20 7.8 7.8 0 0 0 7.8 0 6348.5
10700 0.51 0 20 9.4 9.4 0 0 0 9.4 0 6357.9
10720 0.51 0 20 10.2 10.2 0 0 0 10.2 0 6368.1
10740 0.57 0 20 10.8 10.8 0 0 0 10.8 0 6378.9
10760 0.62 0 20 11.9 11.9 0 0 0 11.9 0 6390.8
10780 0.53 0 20 11.5 11.5 0 0 0 11.5 0 6402.3
10800 0.45 0 20 9.8 9.8 0 0 0 9.8 0 6412.1
10820 0.37 0 20 8.2 8.2 0 0 0 8.2 0 6420.3
10840 0.26 0 20 6.3 6.3 0 0 0 6.3 0 6426.6
10860 0.25 0 20 5.1 5.1 0 0 0 5.1 0 6431.7
10880 0.4 0 20 6.5 6.5 0 0 0 6.5 0 6438.2
10900 0.46 0 20 8.6 8.6 0 0 0 8.6 0 6446.8
10920 0.55 0 20 10.1 10.1 0 0 0 10.1 0 6456.9
10940 0.4 0 20 9.5 9.5 0 0 0 9.5 0 6466.4
10960 0.44 0 20 8.4 8.4 0 0 0 8.4 0 6474.8
10980 0.34 0 20 7.8 7.8 0 0 0 7.8 0 6482.6
11000 0.43 0 20 7.7 7.7 0 0 0 7.7 0 6490.3
Sub-Total: #'.$ #$'.# " 59. "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
12/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
11020 0.53 0 20 9.6 9.6 0 0 0 9.6 0 6499.9
11040 0.49 0 20 10.2 10.2 0 0 0 10.2 0 6510.1
11060 0.34 0 20 8.3 8.3 0 0 0 8.3 0 6518.4
11080 0.26 0 20 6 6 0 0 0 6 0 6524.4
11100 0.36 0 20 6.2 6.2 0 0 0 6.2 0 6530.6
11120 0.41 0 20 7.7 7.7 0 0 0 7.7 0 6538.3
11140 0.36 0 20 7.7 7.7 0 0 0 7.7 0 6546
11160 0.38 0 20 7.4 7.4 0 0 0 7.4 0 6553.4
11180 0.43 0 20 8.1 8.1 0 0 0 8.1 0 6561.5
11200 0.39 0 20 8.2 8.2 0 0 0 8.2 0 6569.7
11220 0.27 0 20 6.6 6.6 0 0 0 6.6 0 6576.3
11240 0.31 0 20 5.8 5.8 0 0 0 5.8 0 6582.1
11260 0.48 0 20 7.9 7.9 0 0 0 7.9 0 6590
11280 0.49 0 20 9.7 9.7 0 0 0 9.7 0 6599.7
11300 0.47 0 20 9.6 9.6 0 0 0 9.6 0 6609.3
11320 0.43 0 20 9 9 0 0 0 9 0 6618.3
11340 0.37 0 20 8 8 0 0 0 8 0 6626.3
11360 0.28 0 20 6.5 6.5 0 0 0 6.5 0 6632.8
11380 0.28 0 20 5.6 5.6 0 0 0 5.6 0 6638.4
11400 0.31 0 20 5.9 5.9 0 0 0 5.9 0 6644.3
11420 0.38 0 20 6.9 6.9 0 0 0 6.9 0 6651.2
11440 0.45 0 20 8.3 8.3 0 0 0 8.3 0 6659.5
11460 0.4 0 20 8.5 8.5 0 0 0 8.5 0 6668
11480 0.3 0 20 7 7 0 0 0 7 0 6675
11500 0.36 0 20 6.6 6.6 0 0 0 6.6 0 6681.6
11520 0.39 0 20 7.5 7.5 0 0 0 7.5 0 6689.1
11540 0.52 0 20 9.1 9.1 0 0 0 9.1 0 6698.211560 0.57 0 20 10.9 10.9 0 0 0 10.9 0 6709.1
11580 0.4 0 20 9.7 9.7 0 0 0 9.7 0 6718.8
11600 0.5 0 20 9 9 0 0 0 9 0 6727.8
11620 0.42 0 20 9.2 9.2 0 0 0 9.2 0 6737
11640 0.5 0 20 9.2 9.2 0 0 0 9.2 0 6746.2
11660 0.44 0 20 9.4 9.4 0 0 0 9.4 0 6755.6
11680 0.25 0 20 6.9 6.9 0 0 0 6.9 0 6762.5
11700 0.15 0 20 4 4 0 0 0 4 0 6766.5
11720 0.24 0 20 3.9 3.9 0 0 0 3.9 0 6770.4
11740 0.46 0 20 7 7 0 0 0 7 0 6777.4
11760 0.55 0 20 10.1 10.1 0 0 0 10.1 0 6787.5
11780 0.5 0 20 10.5 10.5 0 0 0 10.5 0 6798
11800 0.44 0 20 9.4 9.4 0 0 0 9.4 0 6807.4
11820 0.47 0 20 9.1 9.1 0 0 0 9.1 0 6816.5
11840 0.5 0 20 9.7 9.7 0 0 0 9.7 0 6826.2
11860 0.5 0 20 10 10 0 0 0 10 0 6836.2
11880 0.43 0 20 9.3 9.3 0 0 0 9.3 0 6845.5
11900 0.36 0 20 7.9 7.9 0 0 0 7.9 0 6853.4
11920 0.28 0 20 6.4 6.4 0 0 0 6.4 0 6859.8
11940 0.18 0 20 4.6 4.6 0 0 0 4.6 0 6864.4
11960 0.45 0 20 6.3 6.3 0 0 0 6.3 0 6870.7
11980 0.73 0 20 11.8 11.8 0 0 0 11.8 0 6882.5
12000 0.32 0 20 10.5 10.5 0 0 0 10.5 0 6893
Sub-Total: #"$.! #"$.! " " "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
13/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
12020 0.31 0 20 6.3 6.3 0 0 0 6.3 0 6899.3
12040 0.29 0 20 6 6 0 0 0 6 0 6905.3
12060 0.27 0 20 5.6 5.6 0 0 0 5.6 0 6910.9
12080 0.25 0 20 5.2 5.2 0 0 0 5.2 0 6916.1
12100 0.23 0 20 4.8 4.8 0 0 0 4.8 0 6920.9
12120 0.62 0 20 8.5 8.5 0 0 0 8.5 0 6929.4
12140 0.73 0 20 13.5 13.5 0 0 0 13.5 0 6942.9
12160 0.73 0 20 14.6 14.6 0 0 0 14.6 0 6957.5
12180 0.65 0 20 13.8 13.8 0 0 0 13.8 0 6971.3
12200 0.51 0 20 11.6 11.6 0 0 0 11.6 0 6982.9
12220 0.42 0 20 9.3 9.3 0 0 0 9.3 0 6992.2
12240 0.39 0 20 8.1 8.1 0 0 0 8.1 0 7000.3
12260 0.43 0 20 8.2 8.2 0 0 0 8.2 0 7008.5
12280 0.5 0 20 9.3 9.3 0 0 0 9.3 0 7017.8
12300 0.57 0 20 10.7 10.7 0 0 0 10.7 0 7028.5
12320 0.43 0 20 10 10 0 0 0 10 0 7038.5
12340 0.56 0 20 9.9 9.9 0 0 0 9.9 0 7048.4
12360 0.54 0 20 11 11 0 0 0 11 0 7059.4
12380 0.53 0 20 10.7 10.7 0 0 0 10.7 0 7070.1
12400 0.56 0 20 10.9 10.9 0 0 0 10.9 0 7081
12420 0.52 0 20 10.8 10.8 0 0 0 10.8 0 7091.8
12440 0.48 0 20 10 10 0 0 0 10 0 7101.8
12460 0.44 0 20 9.2 9.2 0 0 0 9.2 0 7111
12480 0.41 0 20 8.5 8.5 0 0 0 8.5 0 7119.5
12500 0.46 0 20 8.7 8.7 0 0 0 8.7 0 7128.2
12520 0.52 0 20 9.8 9.8 0 0 0 9.8 0 7138
12540 0.57 0 20 10.9 10.9 0 0 0 10.9 0 7148.912560 0.55 0 20 11.2 11.2 0 0 0 11.2 0 7160.1
12580 0.5 0 20 10.5 10.5 0 0 0 10.5 0 7170.6
12600 0.46 0 20 9.6 9.6 0 0 0 9.6 0 7180.2
12620 0.39 0 20 8.5 8.5 0 0 0 8.5 0 7188.7
12640 0.36 0 20 7.5 7.5 0 0 0 7.5 0 7196.2
12660 0.33 0 20 6.9 6.9 0 0 0 6.9 0 7203.1
12680 0.42 0 20 7.5 7.5 0 0 0 7.5 0 7210.6
12700 0.43 0 20 8.5 8.5 0 0 0 8.5 0 7219.1
12720 0.43 0 20 8.6 8.6 0 0 0 8.6 0 7227.7
12740 0.38 0 20 8.1 8.1 0 0 0 8.1 0 7235.8
12760 0.34 0 20 7.2 7.2 0 0 0 7.2 0 7243
12780 0.3 0 20 6.4 6.4 0 0 0 6.4 0 7249.4
12800 0.36 0 20 6.6 6.6 0 0 0 6.6 0 7256
12820 0.42 0 20 7.8 7.8 0 0 0 7.8 0 7263.8
12840 0.49 0 20 9.1 9.1 0 0 0 9.1 0 7272.9
12860 0.5 0 20 9.9 9.9 0 0 0 9.9 0 7282.8
12880 0.49 0 20 9.9 9.9 0 0 0 9.9 0 7292.7
12900 0.4 0 20 8.9 8.9 0 0 0 8.9 0 7301.6
12920 0.43 0 20 8.3 8.3 0 0 0 8.3 0 7309.9
12940 0.45 0 20 8.8 8.8 0 0 0 8.8 0 7318.7
12960 0.48 0 20 9.3 9.3 0 0 0 9.3 0 7328
12980 0.49 0 20 9.7 9.7 0 0 0 9.7 0 7337.7
13000 0.5 0 20 9.9 9.9 0 0 0 9.9 0 7347.6
Sub-Total: #5#.% #5#.% " " "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
14/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
13020 0.51 0 20 10.1 10.1 0 0 0 10.1 0 7357.7
13040 0.41 0 20 9.2 9.2 0 0 0 9.2 0 7366.9
13060 0.36 0 20 7.7 7.7 0 0 0 7.7 0 7374.6
13080 0.3 0 20 6.6 6.6 0 0 0 6.6 0 7381.2
13100 0.25 0 20 5.5 5.5 0 0 0 5.5 0 7386.7
13120 0.32 0 20 5.7 5.7 0 0 0 5.7 0 7392.4
13140 0.35 0 20 6.7 6.7 0 0 0 6.7 0 7399.1
13160 0.36 0 20 7.1 7.1 0 0 0 7.1 0 7406.2
13180 0.38 0 20 7.4 7.4 0 0 0 7.4 0 7413.6
13200 0.4 0 20 7.8 7.8 0 0 0 7.8 0 7421.4
13220 0.4 0 20 8 8 0 0 0 8 0 7429.4
13240 0.41 0 20 8.1 8.1 0 0 0 8.1 0 7437.5
13260 0.41 0 20 8.2 8.2 0 0 0 8.2 0 7445.7
13280 0.42 0 20 8.3 8.3 0 0 0 8.3 0 7454
13300 0.4 0 20 8.2 8.2 0 0 0 8.2 0 7462.2
13320 0.39 0 20 7.9 7.9 0 0 0 7.9 0 7470.1
13340 0.38 0 20 7.7 7.7 0 0 0 7.7 0 7477.8
13360 0.38 0 20 7.6 7.6 0 0 0 7.6 0 7485.4
13380 0.45 0 20 8.3 8.3 0 0 0 8.3 0 7493.7
13400 0.52 0 20 9.7 9.7 0 0 0 9.7 0 7503.4
13420 0.58 0 20 11 11 0 0 0 11 0 7514.4
13440 0.4 0 20 9.8 9.8 0 0 0 9.8 0 7524.2
13460 0.5 0 20 9 9 0 0 0 9 0 7533.2
13480 0.59 0 20 10.9 10.9 0 0 0 10.9 0 7544.1
13500 0.8 0 20 13.9 13.9 0 0 0 13.9 0 7558
13520 0.61 0 20 14.1 14.1 0 0 0 14.1 0 7572.1
13540 0.44 0 20 10.5 10.5 0 0 0 10.5 0 7582.613560 0.6 0 20 10.4 10.4 0 0 0 10.4 0 7593
13580 0.53 0 20 11.3 11.3 0 0 0 11.3 0 7604.3
13600 0.47 0 20 10 10 0 0 0 10 0 7614.3
13620 0.28 0 20 7.5 7.5 0 0 0 7.5 0 7621.8
13640 0.43 0 20 7.1 7.1 0 0 0 7.1 0 7628.9
13660 0.51 0 20 9.4 9.4 0 0 0 9.4 0 7638.3
13680 0.74 0 20 12.5 12.5 0 0 0 12.5 0 7650.8
13700 0.6 0 20 13.4 13.4 0 0 0 13.4 0 7664.2
13720 0.37 0 20 9.7 9.7 0 0 0 9.7 0 7673.9
13740 0.22 0 20 5.9 5.9 0 0 0 5.9 0 7679.8
13760 0.22 0 20 4.4 4.4 0 0 0 4.4 0 7684.2
13780 0.4 0 20 6.2 6.2 0 0 0 6.2 0 7690.4
13800 0.35 0 20 7.5 7.5 0 0 0 7.5 0 7697.9
13820 0.3 0 20 6.5 6.5 0 0 0 6.5 0 7704.4
13840 0.47 0 20 7.7 7.7 0 0 0 7.7 0 7712.1
13860 0.27 0 20 7.4 7.4 0 0 0 7.4 0 7719.5
13880 0.33 0 20 6 6 0 0 0 6 0 7725.5
13900 0.57 0 20 9 9 0 0 0 9 0 7734.5
13920 0.54 0 20 11.1 0 11.1 0 0 11.1 0 7745.6
13940 0.66 0 20 12 0 12 0 0 12 0 7757.6
13960 0.76 0 20 14.2 0 14.2 0 0 14.2 0 7771.8
13980 0.43 0 20 11.9 0 11.9 0 0 11.9 0 7783.7
14000 0.43 0 20 8.6 0 8.6 0 0 8.6 0 7792.3
Sub-Total: ###.! &%.9 5!. " "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
15/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
14020 0.61 0 20 10.4 0 10.4 0 0 10.4 0 7802.7
14040 0.52 0 20 11.3 0 11.3 0 0 11.3 0 7814
14060 0.6 0 20 11.2 0 11.2 0 0 11.2 0 7825.2
14080 0.62 0 20 12.2 0 12.2 0 0 12.2 0 7837.4
14100 0.78 0 20 14 0 14 0 0 14 0 7851.4
14120 0.74 0 20 15.2 0 15.2 0 0 15.2 0 7866.6
14140 0.69 0 20 14.3 0 14.3 0 0 14.3 0 7880.9
14160 0.67 0 20 13.6 0 13.6 0 0 13.6 0 7894.5
14180 0.64 0 20 13.1 0 13.1 0 0 13.1 0 7907.6
14200 0.63 0 20 12.7 0 12.7 0 0 12.7 0 7920.3
14220 0.7 0 20 13.3 13.3 0 0 0 13.3 0 7933.6
14240 0.75 0 20 14.5 14.5 0 0 0 14.5 0 7948.1
14260 0.8 0 20 15.5 15.5 0 0 0 15.5 0 7963.6
14280 0.98 0 20 17.8 17.8 0 0 0 17.8 0 7981.4
14300 0.72 0 20 17 17 0 0 0 17 0 7998.4
14320 0.71 0 20 14.3 14.3 0 0 0 14.3 0 8012.7
14340 0.76 0 20 14.7 14.7 0 0 0 14.7 0 8027.4
14360 0.64 0 20 14 14 0 0 0 14 0 8041.4
14380 0.6 0 20 12.4 12.4 0 0 0 12.4 0 8053.8
14400 0.55 0 20 11.5 11.5 0 0 0 11.5 0 8065.3
14420 0.55 0 20 11 11 0 0 0 11 0 8076.3
14440 0.56 0 20 11.1 11.1 0 0 0 11.1 0 8087.4
14460 0.57 0 20 11.3 11.3 0 0 0 11.3 0 8098.7
14480 0.65 0 20 12.2 12.2 0 0 0 12.2 0 8110.9
14500 0.62 0 20 12.7 12.7 0 0 0 12.7 0 8123.6
14520 0.58 0 20 12 12 0 0 0 12 0 8135.6
14540 0.55 0 20 11.3 11.3 0 0 0 11.3 0 8146.914560 0.46 0 20 10.1 10.1 0 0 0 10.1 0 8157
14580 0.46 0 20 9.2 9.2 0 0 0 9.2 0 8166.2
14600 0.45 0 20 9.1 9.1 0 0 0 9.1 0 8175.3
14620 0.43 0 20 8.8 8.8 0 0 0 8.8 0 8184.1
14640 0.41 0 20 8.4 8.4 0 0 0 8.4 0 8192.5
14660 0.39 0 20 8 8 0 0 0 8 0 8200.5
14680 0.37 0 20 7.6 7.6 0 0 0 7.6 0 8208.1
14700 0.38 0 20 7.5 7.5 0 0 0 7.5 0 8215.6
14720 0.49 0 20 8.7 8.7 0 0 0 8.7 0 8224.3
14740 0.44 0 20 9.3 9.3 0 0 0 9.3 0 8233.6
14760 0.4 0 20 8.4 8.4 0 0 0 8.4 0 8242
14780 0.39 0 20 7.9 7.9 0 0 0 7.9 0 8249.9
14800 0.42 0 20 8.1 8.1 0 0 0 8.1 0 8258
14820 0.46 0 20 8.8 8.8 0 0 0 8.8 0 8266.8
14840 0.14 0 20 6 6 0 0 0 6 0 8272.8
14860 0.26 0 20 4 4 0 0 0 4 0 8276.8
14880 0.39 0 20 6.5 6.5 0 0 0 6.5 0 8283.3
14900 0.44 0 20 8.3 8.3 0 0 0 8.3 0 8291.6
14920 0.41 0 20 8.5 8.5 0 0 0 8.5 0 8300.1
14940 0.42 0 20 8.3 8.3 0 0 0 8.3 0 8308.4
14960 0.43 0 20 8.5 8.5 0 0 0 8.5 0 8316.9
14980 0.45 0 20 8.8 8.8 0 0 0 8.8 0 8325.7
15000 0.45 0 20 9 9 0 0 0 9 0 8334.7
Sub-Total: 5#$.# #'#.# '$ " "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
16/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
15020 0.37 0 20 8.2 8.2 0 0 0 8.2 0 8342.9
15040 0.3 0 20 6.7 6.7 0 0 0 6.7 0 8349.6
15060 0.3 0 20 6 6 0 0 0 6 0 8355.6
15080 0.41 0 20 7.1 7.1 0 0 0 7.1 0 8362.7
15100 0.51 0 20 9.2 9.2 0 0 0 9.2 0 8371.9
15120 0.44 0 20 9.5 9.5 0 0 0 9.5 0 8381.4
15140 0.48 0 20 9.2 9.2 0 0 0 9.2 0 8390.6
15160 0.46 0 20 9.4 9.4 0 0 0 9.4 0 8400
15180 0.39 0 20 8.5 8.5 0 0 0 8.5 0 8408.5
15200 0.38 0 20 7.7 7.7 0 0 0 7.7 0 8416.2
15220 0.51 0 20 8.9 8.9 0 0 0 8.9 0 8425.1
15240 0.49 0 20 10 10 0 0 0 10 0 8435.1
15260 0.44 0 20 9.3 9.3 0 0 0 9.3 0 8444.4
15280 0.35 0 20 7.9 7.9 0 0 0 7.9 0 8452.3
15300 0.46 0 20 8.1 8.1 0 0 0 8.1 0 8460.4
15320 0.31 0 20 7.7 7.7 0 0 0 7.7 0 8468.1
15340 0.34 0 20 6.5 6.5 0 0 0 6.5 0 8474.6
15360 0.4 0 20 7.4 7.4 0 0 0 7.4 0 8482
15380 0.46 0 20 8.6 8.6 0 0 0 8.6 0 8490.6
15400 0.48 0 20 9.4 9.4 0 0 0 9.4 0 8500
15420 0.49 0 20 9.7 9.7 0 0 0 9.7 0 8509.7
15440 0.48 0 20 9.7 9.7 0 0 0 9.7 0 8519.4
15460 0.45 0 20 9.3 9.3 0 0 0 9.3 0 8528.7
15480 0.38 0 20 8.3 8.3 0 0 0 8.3 0 8537
15500 0.3 0 20 6.8 6.8 0 0 0 6.8 0 8543.8
15520 0.27 0 20 5.7 5.7 0 0 0 5.7 0 8549.5
15540 0.36 0 20 6.3 6.3 0 0 0 6.3 0 8555.815560 0.48 0 20 8.4 8.4 0 0 0 8.4 0 8564.2
15580 0.5 0 20 9.8 9.8 0 0 0 9.8 0 8574
15600 0.48 0 20 9.8 9.8 0 0 0 9.8 0 8583.8
15620 0.45 0 20 9.3 9.3 0 0 0 9.3 0 8593.1
15640 0.49 0 20 9.4 9.4 0 0 0 9.4 0 8602.5
15660 0.48 0 20 9.7 9.7 0 0 0 9.7 0 8612.2
15680 0.47 0 20 9.5 9.5 0 0 0 9.5 0 8621.7
15700 0.44 0 20 9.1 9.1 0 0 0 9.1 0 8630.8
15720 0.4 0 20 8.4 8.4 0 0 0 8.4 0 8639.2
15740 0.36 0 20 7.6 7.6 0 0 0 7.6 0 8646.8
15760 0.32 0 20 6.8 6.8 0 0 0 6.8 0 8653.6
15780 0.31 0 20 6.3 6.3 0 0 0 6.3 0 8659.9
15800 0.43 0 20 7.4 7.4 0 0 0 7.4 0 8667.3
15820 0.65 0 20 10.8 10.8 0 0 0 10.8 0 8678.1
15840 0.45 0 20 11 11 0 0 0 11 0 8689.1
15860 0.43 0 20 8.8 8.8 0 0 0 8.8 0 8697.9
15880 0.37 0 20 8 8 0 0 0 8 0 8705.9
15900 0.29 0 20 6.6 6.6 0 0 0 6.6 0 8712.5
15920 0.37 0 20 6.6 6.6 0 0 0 6.6 0 8719.1
15940 0.51 0 20 8.8 8.8 0 0 0 8.8 0 8727.9
15960 0.43 0 20 9.4 9.4 0 0 0 9.4 0 8737.3
15980 0.31 0 20 7.4 7.4 0 0 0 7.4 0 8744.7
16000 0.26 0 20 5.7 5.7 0 0 0 5.7 0 8750.4
Sub-Total: #'5.! #'5.! " " "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
17/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
16020 0.43 0 20 6.9 0 6.9 0 0 6.9 0 8757.3
16040 0.65 0 20 10.8 0 10.8 0 0 10.8 0 8768.1
16060 0.79 0 20 14.4 0 14.4 0 0 14.4 0 8782.5
16080 0.71 0 20 15 0 15 0 0 15 0 8797.5
16100 0.7 0 20 14.1 0 14.1 0 0 14.1 0 8811.6
16120 0.43 0 20 11.3 0 11.3 0 0 11.3 0 8822.9
16140 0.42 0 20 8.5 0 8.5 0 0 8.5 0 8831.4
16160 0.61 0 20 10.3 0 10.3 0 0 10.3 0 8841.7
16180 0.53 0 20 11.4 0 11.4 0 0 11.4 0 8853.1
16200 0.41 0 20 9.4 0 9.4 0 0 9.4 0 8862.5
16220 0.42 0 20 8.3 0 8.3 0 0 8.3 0 8870.8
16240 0.43 0 20 8.5 0 8.5 0 0 8.5 0 8879.3
16260 0.43 0 20 8.6 0 8.6 0 0 8.6 0 8887.9
16280 0.44 0 20 8.7 0 8.7 0 0 8.7 0 8896.6
16300 0.6 0 20 10.4 0 10.4 0 0 10.4 0 8907
16320 0.6 0 20 12 0 12 0 0 12 0 8919
16340 0.38 0 20 9.8 0 9.8 0 0 9.8 0 8928.8
16360 0.42 0 20 8 0 8 0 0 8 0 8936.8
16380 0.46 0 20 8.8 0 8.8 0 0 8.8 0 8945.6
16400 0.48 0 20 9.4 0 9.4 0 0 9.4 0 8955
16420 0.51 0 20 9.9 0 9.9 0 0 9.9 0 8964.9
16440 0.53 0 20 10.4 0 10.4 0 0 10.4 0 8975.3
16460 0.51 0 20 10.4 0 10.4 0 0 10.4 0 8985.7
16480 0.4 0 20 9.1 0 9.1 0 0 9.1 0 8994.8
16500 0.37 0 20 7.7 0 7.7 0 0 7.7 0 9002.5
16520 0.38 0 20 7.5 0 7.5 0 0 7.5 0 9010
16540 0.37 0 20 7.5 0 7.5 0 0 7.5 0 9017.516560 0.37 0 20 7.4 0 7.4 0 0 7.4 0 9024.9
16580 0.39 0 20 7.6 0 7.6 0 0 7.6 0 9032.5
16600 0.42 0 20 8.1 0 8.1 0 0 8.1 0 9040.6
16620 0.41 0 20 8.3 0 8.3 0 0 8.3 0 9048.9
16640 0.41 0 20 8.2 0 8.2 0 0 8.2 0 9057.1
16660 0.41 0 20 8.2 0 8.2 0 0 8.2 0 9065.3
16680 0.37 0 20 7.8 0 7.8 0 0 7.8 0 9073.1
16700 0.35 0 20 7.2 0 7.2 0 0 7.2 0 9080.3
16720 0.34 0 20 6.9 0 6.9 0 0 6.9 0 9087.2
16740 0.39 0 20 7.3 0 7.3 0 0 7.3 0 9094.5
16760 0.54 0 20 9.3 0 9.3 0 0 9.3 0 9103.8
16780 0.41 0 20 9.5 0 9.5 0 0 9.5 0 9113.3
16800 0.29 0 20 7 0 7 0 0 7 0 9120.3
16820 0.58 0 20 8.7 8.7 0 0 0 8.7 0 9129
16840 0.51 0 20 10.9 10.9 0 0 0 10.9 0 9139.9
16860 0.44 0 20 9.5 9.5 0 0 0 9.5 0 9149.4
16880 0.36 0 20 8 8 0 0 0 8 0 9157.4
16900 0.32 0 20 6.8 6.8 0 0 0 6.8 0 9164.2
16920 0.47 0 20 7.9 7.9 0 0 0 7.9 0 9172.1
16940 0.36 0 20 8.3 8.3 0 0 0 8.3 0 9180.4
16960 0.45 0 20 8.1 8.1 0 0 0 8.1 0 9188.5
16980 0.54 0 20 9.9 9.9 0 0 0 9.9 0 9198.4
17000 0.63 0 20 11.7 11.7 0 0 0 11.7 0 9210.1
Sub-Total: #59.! 9. &%9.9 " "
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.
-
7/21/2019 Volumen Corte Conduccion
18/18
MOVIMIENTO DE TIERRAS
PROYECTO:
ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA
CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA
17020 0.52 0 20 11.5 11.5 0 0 0 11.5 0 9221.6
17040 0.36 0 20 8.8 8.8 0 0 0 8.8 0 9230.4
17060 0.43 0 20 7.9 7.9 0 0 0 7.9 0 9238.3
17080 0.43 0 20 8.6 8.6 0 0 0 8.6 0 9246.9
17100 0.36 0 20 7.9 7.9 0 0 0 7.9 0 9254.8
17120 0.36 0 20 7.2 7.2 0 0 0 7.2 0 9262
17140 0.39 0 20 7.5 7.5 0 0 0 7.5 0 9269.5
17160 0.53 0 20 9.2 9.2 0 0 0 9.2 0 9278.7
17180 0.31 0 20 8.4 8.4 0 0 0 8.4 0 9287.1
17200 0.28 0 20 5.9 5.9 0 0 0 5.9 0 9293
17220 0.25 0 20 5.3 5.3 0 0 0 5.3 0 9298.3
17240 0.22 0 20 4.7 4.7 0 0 0 4.7 0 9303
17260 0.23 0 20 4.5 4.5 0 0 0 4.5 0 9307.5
17280 0.44 0 20 6.7 6.7 0 0 0 6.7 0 9314.2
17300 0.67 0 20 11.1 11.1 0 0 0 11.1 0 9325.3
17320 0.51 0 20 11.8 11.8 0 0 0 11.8 0 9337.1
17340 0.34 0 20 8.5 8.5 0 0 0 8.5 0 9345.6
17360 0.43 0 20 7.7 7.7 0 0 0 7.7 0 9353.3
17380 0.43 0 20 8.6 8.6 0 0 0 8.6 0 9361.9
17400 0.43 0 20 8.6 8.6 0 0 0 8.6 0 9370.5
17420 0.42 0 20 8.5 8.5 0 0 0 8.5 0 9379
17440 0.42 0 20 8.4 8.4 0 0 0 8.4 0 9387.4
17460 0.48 0 20 9 9 0 0 0 9 0 9396.4
17480 0.49 0 20 9.7 9.7 0 0 0 9.7 0 9406.1
17500 0.47 0 20 9.6 9.6 0 0 0 9.6 0 9415.7
17520 0.44 0 20 9.1 9.1 0 0 0 9.1 0 9424.8
17530 0 0 10 1.1 1.1 0 0 0 1.1 0 9425.9
Sub-Total: $'5. $'5. " " "
TOTAL: 9#%9.9 %##" $'%$.$ %!.! ##
CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI
HVCA.