metrados túnel

PROGRESIVA A. CORTE CON 5 cm L. DESQUINCHE L. PERFILADOkm m2 m m

213+306.60 36.18 21.85 10.74213+310.00 43.7 21.98 10.78213+312.50 48.73 21.89 10.73213+315.00 53.84 21.96 10.76213+317.50 52.9 21.71 10.82213+320.00 43.28 21.99 10.76213+322.50 49.83 22.09 10.74213+325.00 50.09 21.91 10.77213+327.50 52.44 22.66 10.34213+330.00 51.05 23.65 10.41213+332.50 51.2 23.48 10.35213+335.00 50.96 23.07 10.35213+337.50 46.39 22.24 10.37213+340.00 45.05 22.43 10.37213+342.50 47.47 22.43 10.37213+345.00 47.39 21.91 10.72213+347.50 48.29 22.01 10.75213+350.00 46.36 22 10.77213+352.50 50.3 22.02 10.77213+355.00 48.17 22.13 10.74213+357.50 46.79 22.19 10.73213+360.00 43.98 22.04 10.78213+362.50 44.51 22.04 10.76213+365.00 43.93 22.08 10.73213+367.50 44.21 22.1 10.74213+370.00 39.65 21.97 10.72213+373.20 39.31 21.9 10.74

A. SHOTCRETE A. FILTRO L. GEOTEXTIL A. SUB BASE A. LOSAm2 m2 m m2 m28.6 3.27 7.7 2.05 1.48

8.64 3.5 7.7 2.08 1.488.61 3.52 7.7 2.08 1.488.66 3.51 7.7 2.08 1.488.58 4.11 7.7 2.08 1.488.67 3.94 7.7 2.08 1.488.71 3.6 7.7 2.08 1.488.64 4 7.7 2.08 1.484.52 3.52 7.7 2.16 1.484.72 3.71 7.7 2.19 1.484.69 3.5 7.7 2.26 1.484.61 3.63 7.7 2.25 1.484.44 3.72 7.7 2.17 1.484.48 4.06 7.7 2.22 1.484.48 3.89 7.7 2.19 1.488.63 3.83 7.7 2.04 1.488.68 3.82 7.7 2.06 1.488.68 3.68 7.7 2.06 1.488.68 3.93 7.7 2.06 1.488.71 3.29 7.7 2.06 1.488.74 3.47 7.7 2.08 1.488.69 3.49 7.7 2.07 1.488.69 3.72 7.7 2.05 1.488.7 3.5 7.7 2.05 1.48

8.71 3.25 7.7 2.07 1.488.64 3.3 7.7 2.06 1.488.62 2.94 7.7 2.07 1.48

A. SOLADO A. VEREDAm2 m2

0.28 0.180.31 0.190.23 0.190.35 0.20.5 0.2

0.43 0.20.32 0.20.41 0.20.31 0.270.36 0.290.38 0.330.34 0.310.27 0.280.55 0.280.37 0.280.35 0.180.4 0.19

0.39 0.190.46 0.190.28 0.190.32 0.190.36 0.190.43 0.180.34 0.180.29 0.190.25 0.180.23 0.19

VPF Nº 9ENERO 2011 CONSORCIO SUPERVISORINTEROCEANICA SUR

CORREDOR VIAL INTEROCEANICO SUR, PERU BRASIL - TRAMO 4 : AZANGARO - PTE. INAMBARI

DETALLE DE METRADOS - 1100 - TUNELES

CONTROL DE AVANCE DE TUNELES - ENERO 2011

( 182+250 AL 233+000 )

1104 : EXCAVACIÒN DE TUNEL EN ROCA SUELTA

PROGRESIVA DISTANCIA ÁREA PRONEDIO VOLUMEN OBSERVACION KM M M2 M2 M3

TUNEL N° 1

213+306.60 36.18 0.00

213+310.00 3.40 43.70 39.94 135.80

213+312.50 2.50 48.73 46.22 115.54

213+315.00 2.50 53.84 51.29 128.21

213+317.50 2.50 52.90 53.37 133.43

213+320.00 2.50 43.28 48.09 120.23

213+322.50 2.50 49.83 46.56 116.39

213+325.00 2.50 50.09 49.96 124.90

213+327.50 2.50 52.44 51.27 128.16

213+330.00 2.50 51.05 51.75 129.36

213+332.50 2.50 51.20 51.13 127.81

213+335.00 2.50 50.96 51.08 127.70

213+337.50 2.50 46.39 48.68 121.69

213+340.00 2.50 45.05 45.72 114.30

213+342.50 2.50 47.47 46.26 115.65

213+345.00 2.50 47.39 47.43 118.58

213+347.50 2.50 48.29 47.84 119.60

213+350.00 2.50 46.36 47.33 118.31

213+352.50 2.50 50.30 48.33 120.82

213+355.00 2.50 48.17 49.24 123.09

213+357.50 2.50 46.79 47.48 118.70

213+360.00 2.50 43.98 45.39 113.46

213+362.50 2.50 44.51 44.25 110.61

213+365.00 2.50 43.93 44.22 110.55

213+367.50 2.50 44.21 44.07 110.18

213+370.00 2.50 39.65 41.93 104.83

213+373.20 3.20 39.31 39.48 126.34

TOTAL 3,134.22




CONTROL DE AVANCE DE TUNELES - ENERO 2011( 182+250 AL 233+000 )

1107 : DESQUINCHE EN TUNEL

PROGRESIVA DISTANCIA LONGITUD PRONEDIO ÁREA OBSERVACION

KM M M M M2

TUNEL N° 1

213+306.60 21.85 0.00

213+310.00 3.40 21.98 21.92 74.51

213+312.50 2.50 21.89 21.94 54.84

213+315.00 2.50 21.96 21.93 54.81

213+317.50 2.50 21.71 21.84 54.59

213+320.00 2.50 21.99 21.85 54.63

213+322.50 2.50 22.09 22.04 55.10

213+325.00 2.50 21.91 22.00 55.00

213+327.50 2.50 22.66 22.29 55.71

213+330.00 2.50 23.65 23.16 57.89

213+332.50 2.50 23.48 23.56 58.91

213+335.00 2.50 23.07 23.28 58.19

213+337.50 2.50 22.24 22.66 56.64

213+340.00 2.50 22.43 22.34 55.84

213+342.50 2.50 22.43 22.43 56.08

213+345.00 2.50 21.91 22.17 55.43

213+347.50 2.50 22.01 21.96 54.90

213+350.00 2.50 22.00 22.01 55.01

213+352.50 2.50 22.02 22.01 55.02

213+355.00 2.50 22.13 22.08 55.19

213+357.50 2.50 22.19 22.16 55.40

213+360.00 2.50 22.04 22.12 55.29

213+362.50 2.50 22.04 22.04 55.10213+365.00 2.50 22.08 22.06 55.15213+367.50 2.50 22.10 22.09 55.23213+370.00 2.50 21.97 22.04 55.09213+373.20 3.20 21.90 21.94 70.19

TOTAL 1,479.72

VPF Nº 12ABRIL 2011 CONSORCIO SUPERVISORINTEROCEANICA SUR



CONTROL DE AVANCE DE TUNELES - ABRIL 2011( 182+250 AL 233+000 )

1108 : CONCRETO LANZADO - SHOTCRETE EN TÚNEL

PROGRESIVA DISTANCIA ÁREA PRONEDIO VOLUMEN OBSERVACION KM M M2 M2 M3

TUNEL N° 1213+306.60 8.60 0.00213+310.00 3.40 8.64 8.62 29.31213+312.50 2.50 8.61 8.63 21.56213+315.00 2.50 8.66 8.64 21.59213+317.50 2.50 8.58 8.62 21.55213+320.00 2.50 8.67 8.63 21.56213+322.50 2.50 8.71 8.69 21.73213+325.00 2.50 8.64 8.68 21.69213+327.50 2.50 4.52 6.58 16.45213+330.00 2.50 4.72 4.62 11.55213+332.50 2.50 4.69 4.71 11.76213+335.00 2.50 4.61 4.65 11.63213+337.50 2.50 4.44 4.53 11.31213+340.00 2.50 4.48 4.46 11.15213+342.50 2.50 4.48 4.48 11.20213+345.00 2.50 8.63 6.56 16.39213+347.50 2.50 8.68 8.66 21.64213+350.00 2.50 8.68 8.68 21.70213+352.50 2.50 8.68 8.68 21.70213+355.00 2.50 8.71 8.70 21.74213+357.50 2.50 8.74 8.73 21.81213+360.00 2.50 8.69 8.72 21.79213+362.50 2.50 8.69 8.69 21.72213+365.00 2.50 8.70 8.70 21.74213+367.50 2.50 8.71 8.71 21.76213+370.00 2.50 8.64 8.68 21.69213+373.20 3.20 8.62 8.63 27.62

TOTAL 505.32




#REF!( 182+250 AL 233+000 )

1110 : PERNOS DE ANCLAJE 19 MM. FULL GROUTING

FECHANro. PROG. PROG. CANTIDAD LONGITUD SUB TOTAL

Reporte INICIAL FINAL (unid) (ml) (ml)( 1 ) ( 2 ) (1) x (2)

TUNEL Nº 112-11-09 PER. 01 213+313.00 213+302.00 15.00 4.00 60.0014-11-09 PER. 02 213+313.00 213+302.00 8.00 4.00 32.0022-11-09 PER. 03 213+308.00 213+309.00 7.00 4.00 28.0025-11-09 PER. 04 213+313.00 213+316.00 5.00 4.00 20.0026-11-09 PER. 05 213+314.50 213+314.50 1.00 4.00 4.0030-11-09 PER. 06 213+372.50 213+385.00 14.00 4.00 56.0003-12-09 PER. 07 213+322.00 213+319.00 3.00 4.50 13.5007-12-09 PER. 08 213+354.25 213+369.25 18.00 4.50 81.0008-01-10 PER. 09 213+339.25 213+351.25 2.00 4.50 9.0009-01-10 PER. 10 213+327.80 213+330.30 4.00 4.5011-01-10 PER. 11 213+327.80 213+345.25 14.00 4.50 63.0014-01-10 PER. 12 213+326.00 213+330.95 8.00 4.50 36.0014-01-10 PER. 13 213+331.25 213+339.00 7.00 4.50 31.5014-01-10 PER. 14 213+340.00 213+351.50 15.00 4.50 67.5017-01-10 PER. 15 213+333.25 213+333.25 3.00 4.50 13.5018-01-10 PER. 16 213+335.00 213+335.00 3.00 4.50 13.5019-01-10 PER. 17 213+337.00 213+339.25 8.00 4.50 36.0021-01-10 PER. 18 213+341.50 213+350.00 10.00 4.50 45.0023-01-10 PER. 19 213+345.25 213+347.00 9.00 4.50 40.5031-01-10 PER. 20 213+352.50 213+363.00 5.00 4.50 22.5001-02-10 PER. 21 213+366.80 213+366.80 5.00 4.5005-02-10 PER. 22 213+347.00 213+347.00 5.00 4.5005-06-10 PER. 23 213+372.80 213+374.20 2.00 4.50 9.00

TUNEL Nº 211-07-11 SR-01 221+265.00 221+296.00 16.00 4.50 72.0011-07-11 SR-01 221+265.00 221+296.00 15.00 4.00 60.0011-07-11 SR-02 221+293.00 1.00 4.00 4.0012-07-11 SR-03 221+277.00 221+297.00 11.00 4.00 44.0014-07-11 SR-04 221+265.00 221+299.00 10.00 4.00 40.0015-07-11 SR-05 221+265.00 221+299.00 18.00 4.00 72.0016-07-11 SR-06 221+277.00 221+299.00 15.00 4.00 60.0017-07-11 SR-07 221+269.00 221+275.00 4.00 4.00 16.0018-07-11 SR-08 221+265.00 221+283.00 12.00 4.00 48.00

TOTAL (TUNEL N° 1)= 681.50TOTAL (TUNEL N° 2)= 416.00

TOTAL PESO ( ml ) = 1,097.50




#REF!( 182+250 AL 233+000 )

1111 : FIBRA METÁLICA PARA SHOTCRETE

FECHANro. PROG. PROG. CEMENTO VOLUMEN DRAMIX

OBSERVACIONESReporte INICIAL FINAL (bolsas) ( m3 ) ( Kg )

TUNEL Nº 103-11-09 01 213+302.00 213+303.00 2.00 0.20 5.00 03-11-09 02 213+303.00 213+305.00 36.00 3.60 90.00 04-11-09 03 213+305.00 213+308.70 90.00 9.00 225.00 05-11-09 04 213+305.00 213+308.00 24.00 2.40 60.00 07-11-09 05 213+304.00 213+308.00 108.00 10.80 270.00 08-11-09 06 213+306.00 213+308.00 51.00 5.10 127.50 09-11-09 07 213+304.00 213+308.50 52.00 5.20 130.00 10-11-09 08 213+304.00 213+308.50 74.00 7.40 185.00 11-11-09 09 213+308.00 213+310.00 67.00 6.70 167.50 12-11-09 10 213+311.50 213+314.00 32.00 3.20 80.00 13-11-09 11 213+305.00 213+309.50 63.00 6.30 157.50 14-11-09 12 213+313.00 213+314.50 57.00 5.70 142.50 16-11-09 13 213+304.00 213+308.00 41.00 4.10 102.50 20-11-09 14 213+308.50 213+313.00 32.00 3.20 80.00 21-11-09 15 213+308.50 213+313.00 58.00 1.00 - shotcrete simple21-11-09 16 213+308.50 213+313.00 10.00 5.80 - shotcrete simple22-11-09 17 213+308.50 213+313.00 13.00 1.30 32.50 22-11-09 18 213+308.50 213+313.00 85.00 8.50 - shotcrete simple23-11-09 19 213+308.50 213+313.00 115.00 11.50 287.50 24-11-09 20 213+308.50 213+313.00 54.00 5.40 135.00 26-11-09 SH_01 213+311.50 213+311.50 12.00 1.20 30.00 26-11-09 SH_02 213+313.00 213+314.50 6.00 0.60 15.00 26-11-09 SH_03 213+313.00 213+314.50 48.00 4.80 120.00 26-11-09 SH_04 213+307.00 213+308.50 15.00 1.50 - shotcrete simple27-11-09 SH_05 213+313.00 213+316.00 27.00 2.70 67.50 27-11-09 SH_06 213+307.00 213+308.50 30.00 3.00 - shotcrete simple30-11-09 SH_07 213+307.00 213+308.50 72.00 7.20 180.00 30-11-09 SH_08 213+307.00 213+308.50 33.00 3.30 - shotcrete simple30-11-09 SH_09 213+307.00 parte alta 5.00 0.50 12.50 01-12-09 SH_10 213+313.00 213+314.00 36.00 3.60 - shotcrete simple02-12-09 SH_11 213+320.00 213+325.00 18.00 1.80 45.00 02-12-09 SH_12 213+314.50 213+316.00 43.00 4.30 - shotcrete simple03-12-09 SH_13 213+351.00 213+371.00 140.00 14.00 350.00 04-12-09 SH_14 213+313.00 213+316.00 30.00 3.00 - shotcrete simple04-12-09 SH_15 213+316.00 213+318.00 33.00 3.30 82.50 05-12-09 SH_16 213+307.00 213+311.50 30.00 3.00 75.00 05-12-09 SH_17 213+317.00 213+320.00 24.00 2.40 60.00 06-12-09 SH_18 213+351.00 213+346.00 42.00 4.20 105.00 08-12-09 SH_19 213+307.00 35.00 3.50 87.50 08-12-09 SH_20 213+316.00 213+319.00 30.00 3.00 - shotcrete simple09-12-09 SH_21 213+316.00 213+317.50 135.00 13.50 - shotcrete simple10-12-09 SH_22 213+307.00 9.00 0.90 - shotcrete simple10-12-09 SH_23 213+307.00 213+308.50 14.00 1.40 35.00 10-12-09 SH_24 213+316.00 213+319.00 102.00 10.20 - shotcrete simple11-12-09 SH_25 213+333.00 213+351.00 75.00 7.50 187.50 12-12-09 SH_26 213+319.00 213+320.50 54.00 5.40 135.00 12-12-09 SH_27 213+333.00 213+345.00 36.00 3.60 90.00 12-12-09 SH_28 213+317.50 213+319.00 6.00 0.60 - shotcrete simple13-12-09 SH_29 213+319.00 213+320.50 20.00 2.00 50.00 13-12-09 SH_30 213+326.00 213+333.00 28.00 2.80 70.00 14-12-09 SH_31 213+321.00 213+326.00 45.00 4.50 112.50 16-12-09 SH_32 213+320.50 213+325.00 114.00 11.40 285.00 17-12-09 SH_33 213+320.50 213+325.00 69.00 6.90 172.50 05-01-10 SH_34 213+320.50 213+325.00 78.00 7.80 195.00 06-01-10 SH_35 213+325.00 213+328.00 9.00 0.90 22.50 06-01-10 SH_36 213+340.00 213+345.00 30.00 3.00 75.00 06-01-10 SH_37 213+320.50 213+322.00 9.00 0.90 - shotcrete simple07-01-10 SH_38 213+370.00 213+367.00 9.00 0.90 22.50 07-01-10 SH_39 213+325.00 213+331.00 42.00 4.20 105.00 08-01-10 SH_40 213+319.00 213+322.00 24.00 2.40 - shotcrete simple08-01-10 SH_41 213+328.00 213+332.00 36.00 3.60 90.00 11-01-10 SH_42 213+325.00 213+331.50 21.00 2.10 52.50 12-01-10 SH_43 213+325.00 213+328.90 72.00 7.20 - shotcrete simple13-01-10 SH_44 213+325.00 213+328.90 33.00 3.30 - shotcrete simple15-01-10 SH_45 213+328.90 213+332.00 33.00 3.30 82.50 15-01-10 SH_46 213+325.00 213+328.90 57.00 5.70 - shotcrete simple16-01-10 SH_47 213+332.00 213+336.00 57.00 5.70 142.50




#REF!( 182+250 AL 233+000 )




17-01-10 SH_48 213+332.00 213+336.00 33.00 3.30 82.50 18-01-10 SH_49 213+336.00 213+340.00 51.00 5.10 127.50 19-01-10 SH_50 213+336.00 213+340.00 57.00 5.70 142.50 20-01-10 SH_51 213+340.00 213+343.00 57.00 5.70 142.50 21-01-10 SH_52 213+340.00 213+343.00 42.00 4.20 105.00 21-01-10 SH_53 213+343.00 213+347.00 15.00 1.50 37.50 22-01-10 SH_54 213+343.00 213+347.00 15.00 1.50 37.50 22-01-10 SH_55 213+343.00 213+347.00 36.00 3.60 90.00 22-01-10 SH_56 213+367.00 213+371.50 21.00 2.10 52.50 22-01-10 SH_57 213+371.50 6.00 0.60 15.00 23-01-10 SH_58 213+367.00 213+371.50 162.00 16.20 - shotcrete simple26-01-10 SH_59 213+367.00 213+371.50 12.00 1.20 30.00 26-01-10 SH_60 213+386.00 213+392.00 12.00 1.20 30.00 26-01-10 SH_61 213+367.00 213+371.50 24.00 2.40 60.00 29-01-10 SH_62 213+328.90 213+335.00 87.00 8.70 - shotcrete simple30-01-10 SH_63 213+336.00 213+343.40 12.00 1.20 30.00 31-01-10 SH_64 213+349.50 213+371.50 12.00 1.20 30.00 31-01-10 SH_65 213+367.00 213+371.50 18.00 1.80 45.00 31-02-10 SH_66 213+343.30 213+349.50 6.00 0.60 15.00 31-01-10 SH_67 213+371.50 213+371.50 6.00 0.60 15.00 02-02-10 SH_68 213+364.00 213+367.00 39.00 3.90 97.50 03-02-10 SH_69 204.00 20.40 - shotcrete simple04-02-10 SH_70 213+364.00 66.00 6.60 - shotcrete simple05-02-10 SH_71 213+347.00 213+351.00 45.00 4.50 112.50 06-02-10 SH_72 213+336.00 213+343.50 63.00 6.30 157.50 06-02-10 SH_73 213+364.00 213+367.00 30.00 3.00 75.00 08-02-10 SH_74 141.00 14.10 - shotcrete simple09-02-10 SH_75 213+360.00 213+364.00 24.00 2.40 60.00 10-02-10 SH_76 213+360.00 213+364.00 6.00 0.60 15.00 11-02-10 SH_77 213+346.00 213+349.00 108.00 10.80 270.00 12-02-10 SH_78 213+351.00 213+356.00 30.00 3.00 75.00 13-02-10 SH_79 99.00 9.90 - shotcrete simple13-02-10 SH_80 213+361.00 213+364.00 30.00 3.00 75.00 15-02-10 SH_81 213+351.00 213+356.00 22.00 2.20 55.00 15-02-10 SH_82 60.00 6.00 - shotcrete simple18-02-10 SH_83 54.00 5.40 - shotcrete simple19-02-10 SH_84 18.00 1.80 - shotcrete simple19-02-10 SH_85 213+356.00 213+360.00 66.00 6.60 165.00 20-02-10 SH_86 213+354.00 213+361.00 12.00 1.20 30.00 23-02-10 SH_87 213+349.00 213+354.00 63.00 6.30 - shotcrete simple24-02-10 SH_88 87.00 8.70 - shotcrete simple25-02-10 SH_89 213+349.00 213+354.00 57.00 5.70 142.50 26-02-10 SH_90 108.00 10.80 - shotcrete simple26-02-10 SH_91 129.00 12.90 - shotcrete simple05-03-10 SH-92 213+354.00 213+361.00 239.00 23.90 - shotcrete simple07-03-10 SH-93 213+330.07 213+343.05 90.00 9.00 - shotcrete simple08-03-10 SH-94 213+343.05 213+337.80 105.00 10.50 - shotcrete simple08-03-10 SH-95 213+325.00 213+332.50 36.00 3.60 - shotcrete simple11-03-10 SH-96 213+325.00 213+340.00 96.00 9.60 - shotcrete simple13-03-10 SH-97 213+325.00 213+327.00 80.00 8.00 - shotcrete simple28-05-10 SH-98 213+373.00 213+371.50 10.70 1.07 44.00 28-05-10 SH-99 213+373.00 213+371.50 66.00 6.60 44.00 28-05-10 SH-100 213+343.50 213+371.50 286.40 28.64 - shotcrete simple29-05-10 SH-101 213+334.00 213+343.00 174.80 17.48 - shotcrete simple30-05-10 SH-102 213+371.50 213+373.00 10.70 1.07 - shotcrete simple30-05-10 SH-103 213+371.50 22.30 2.23 - shotcrete simple01-06-10 SH-104 213+373.00 213+350.00 38.80 3.88 - shotcrete simple01-06-10 SH-105 213+363.00 213+351.00 19.40 1.94 - shotcrete simple02-06-10 SH-106 213+373.00 213+386.00 26.20 2.62 - shotcrete simple02-06-10 SH-107 213+371.50 213+373.00 3.90 0.39 - shotcrete simple02-06-10 SH-108 213+351.00 213+343.50 10.70 1.07 - shotcrete simple02-06-10 SH-109 213+363.00 213+373.00 14.60 1.46 - shotcrete simple02-06-10 SH-110 213+350.00 213+343.50 9.70 0.97 - shotcrete simple02-06-10 SH-111 213+302.00 32.00 3.20 - shotcrete simple02-06-10 SH-112 213+371.50 1.90 0.19 - shotcrete simple03-06-10 SH-113 213+313.00 29.00 2.90 - shotcrete simple03-06-10 SH-114 213+307.00 24.30 2.43 - shotcrete simple03-06-10 SH-115 213+334.00 213+329.50 69.90 6.99 - shotcrete simple




#REF!( 182+250 AL 233+000 )




04-06-10 SH-116 213+325.00 213+319.00 58.80 5.88 - shotcrete simple04-06-10 SH-117 213+329.50 213+325.00 59.00 5.90 - shotcrete simple05-06-10 SH-118 213+319.00 213+313.00 52.40 5.24 - shotcrete simple15-11-09 C210-01 213+306.50 213+313.50 45.00 4.50 112.50 concreto para zapatas22-11-09 C210-02 213+307.00 213+308.50 8.00 0.80 20.00 concreto para zapatas28-11-09 C210-03 213+314.50 213+316.00 22.00 2.20 55.00 concreto para zapatas06-12-09 C210-04 213+316.00 213+319.00 20.00 2.00 50.00 concreto para zapatas11-12-09 C210-05 213+320.50 213+319.00 15.20 1.52 38.00 concreto para zapatas14-12-09 C210-06 213+320.50 213+323.50 32.00 3.20 114.00 concreto para zapatas15-12-09 C210-07 213+323.50 213+325.00 18.00 1.80 63.60 concreto para zapatas09-01-10 C210-08 213+366.00 213+373.65 7.65 0.76 215.00 concreto para zapatas24-01-10 C210-09 213+343.25 213+346.25 3.00 0.30 161.00 concreto para zapatas25-01-10 C210-10 213+365.70 213+371.50 5.80 0.58 - concreto para MURO27-01-10 C210-11 213+367.00 213+371.50 4.50 0.45 413.00 Muro salida HI03-02-10 C210-12 213+367.00 213+371.50 4.50 0.45 56.00 Muro salida HD06-02-10 C210-13 213+367.00 213+371.50 18.00 1.80 64.00 concreto para F C R09-02-10 C210-14 213+346.25 213+366.00 118.00 11.80 120.00 concreto para zapatas09-02-10 C210-15 213+367.40 213+371.15 32.00 3.20 56.00 concreto para F C R15-02-10 C210-16 213+343.30 213+349.50 42.00 4.20 72.00 Muro salida HI15-02-10 C210-17 213+367.00 213+371.50 78.00 7.80 112.00 concreto para F C R15-02-10 C210-18 213+367.00 213+371.50 60.00 6.00 88.00 concreto para F C R16-02-10 C210-19 213+349.50 213+359.50 98.00 9.80 144.00 Muro salida HI17-02-10 C210-20 213+367.00 213+371.50 10.00 1.00 192.00 concreto para F C R20-02-10 C210-21 213+363.50 213+366.40 14.00 1.40 152.00 concreto para zapatas20-02-10 C210-22 213+367.00 213+363.90 39.00 3.90 120.00 Muro salida HD24-02-10 C210-23 213+346.25 213+349.35 16.00 1.60 168.00 concreto para zapatas25-02-10 C210-24 213+346.15 213+349.22 30.00 3.00 176.00 Muro salida HD04-03-10 C210-25 213+363.50 213+360.50 14.00 1.40 48.00 concreto para zapatas05-05-10 C210-26 213+361.00 213+363.90 30.00 3.00 14.00 Muro salida HD05-05-10 C210-27 213+361.00 213+367.00 18.00 1.80 45.50 concreto para F C R18-01-10 C175-01 213+360.40 213+367.00 28.00 2.80 - concreto para F C R19-01-10 C175-02 213+349.35 213+354.25 22.00 2.20 - concreto para zapatas20-01-10 C175-03 213+361.00 213+367.00 36.00 3.60 - concreto para F C R26-01-10 C175-04 213+361.00 213+367.00 48.00 4.80 72.00 concreto para F C R29-01-10 C175-05 213+349.22 213+354.22 58.00 5.80 128.00 Muro salida HD30-01-10 C175-06 213+329.00 213+343.50 30.00 3.00 312.00 Muro bajo lado derecho31-01-10 C175-07 213+354.25 213+360.50 38.00 3.80 240.00 concreto para zapatas01-02-10 C175-08 213+354.25 213+361.00 82.00 8.20 40.00 Muro salida HD24-02-10 C175-09 213+328.00 213+343.50 42.00 4.20 - Muro bajo lado izq04-03-10 C175-10 213+354.50 213+361.00 44.00 4.40 - concreto para F C R13-01-10 C280-01 213+354.50 213+361.00 44.00 4.40 212.00 15-01-10 C280-02 213+354.50 213+361.00 44.00 4.40 324.00 26-01-10 C280-03 213+354.50 213+361.00 44.00 4.40 - 30-01-10 C280-04 213+354.50 213+361.00 44.00 4.40 168.00 30-01-10 C280-05 213+354.50 213+361.00 44.00 4.40 - 01-02-10 C280-06 213+354.50 213+361.00 44.00 4.40 392.00 04-02-10 C280-07 213+354.50 213+361.00 44.00 4.40 156.00 12-02-10 C280-08 213+354.50 213+361.00 44.00 4.40 120.00 17-02-10 C280-09 213+354.50 213+361.00 44.00 4.40 232.00 23-02-10 C280-10 213+354.50 213+361.00 44.00 4.40 328.00

Pavimento 213+305.50 213+373.00 34.97 1,223.78 S.T. N° 19928(16-03-11) TUNEL Nº 2

03-03-10 SHT2-01 221+413.00 221+421.50 36.40 3.64 91.00 03-03-10 SHT2-02 221+413.00 221+413.00 45.50 4.55 113.75 06-03-10 SHT2-03 221+413.00 221+419.20 17.20 1.72 43.00 06-03-10 SHT2-04 221+413.00 221+413.00 26.30 2.63 65.75 08-03-10 SHT2-05 221+413.00 221+406.00 38.40 3.84 96.00 09-03-10 SHT2-06 221+413.00 221+416.00 14.10 1.41 35.25 09-03-10 SHT2-07 221+403.00 221+406.00 11.10 1.11 27.75 09-03-10 SHT2-08 221+403.00 221+399.00 23.20 2.32 58.00 10-03-10 SHT2-09 221+394.00 221+404.00 19.20 1.92 48.00 10-03-10 SHT2-10 221+399.00 221+394.00 15.20 1.52 38.00 11-03-10 SHT2-11 221+394.00 221+390.00 28.30 2.83 - 13-03-10 SHT2-12 221+390.00 221+382.00 21.20 2.12 53.00 13-03-10 SHT2-13 221+413.00 5.10 0.51 12.75 14-03-10 SHT2-14 221+373.50 221+382.00 24.20 2.42 - 15-03-10 SHT2-15 221+413.00 221+415.50 17.00 1.70 42.50 16-03-10 SHT2-16 221+373.50 221+363.00 30.00 3.00 - SIMPLE




#REF!( 182+250 AL 233+000 )




17-03-10 SHT2-17 221+363.00 221+355.00 17.00 1.70 - SIMPLE19-03-10 SHT2-18 221+355.00 221+343.10 69.00 6.90 - SIMPLE20-03-10 SHT2-19 221+343.10 221+336.00 27.00 2.70 - SIMPLE22-03-10 SHT2-20 221+336.00 221+329.50 21.00 2.10 - SIMPLE23-03-10 SHT2-21 221+329.50 221+322.90 24.00 2.40 - 23-03-10 SHT2-22 221+322.90 221+319.50 21.00 2.10 - 24-03-10 SHT2-23 221+319.50 221+316.00 24.00 2.40 60.00 24-03-10 SHT2-24 221+316.00 221+312.90 21.00 2.10 - 25-03-10 SHT2-25 221+309.60 221+312.90 30.30 3.03 75.75 26-03-10 SHT2-26 221+309.60 221+306.10 30.30 3.03 75.75 26-03-10 SHT2-27 221+303.00 221+306.10 17.10 1.71 42.75 27-03-10 SHT2-28 221+300.00 221+303.00 21.20 2.12 53.00 27-03-10 SHT2-29 221+300.00 221+319.50 39.30 3.93 98.25 06-04-10 SHT2-30 221+413.00 221+413.00 33.60 3.36 - 06-04-10 SHT2-31 221+390.00 221+410.30 10.10 1.01 - 09-04-10 SHT2-32 221+360.00 221+374.00 40.40 4.04 - 09-04-10 SHT2-33 221+370.00 221+362.00 24.20 2.42 - 10-04-10 SHT2-34 221+384.00 221+405.00 86.90 8.69 - 10-04-10 SHT2-35 221+384.00 221+390.00 21.20 2.12 - 10-04-10 SHT2-36 221+405.00 221+410.00 9.10 0.91 - 10-04-10 SHT2-37 221+384.00 221+413.00 55.60 5.56 - 12-04-10 SHT2-38 221+362.00 221+370.00 14.10 1.41 - 12-04-10 SHT2-39 221+370.00 221+384.00 74.70 7.47 - 12-04-10 SHT2-40 221+353.00 221+362.00 47.40 4.74 - 12-04-10 SHT2-41 221+374.00 221+384.00 52.50 5.25 - 12-04-10 SHT2-42 221+360.00 221+374.00 24.20 2.42 - 12-04-10 SHT2-43 221+360.00 221+384.00 42.40 4.24 - 13-04-10 SHT2-44 221+336.00 221+340.00 17.20 1.72 - 13-04-10 SHT2-45 221+336.00 221+340.00 16.20 1.62 - 14-04-10 SHT2-46 221+325.00 221+335.50 34.30 3.43 - 14-04-10 SHT2-47 221+323.00 221+335.00 39.40 3.94 - 14-04-10 SHT2-48 221+417.50 221+435.00 174.70 17.47 436.75 15-04-10 SHT2-49 221+336.50 221+351.50 50.50 5.05 - 15-04-10 SHT2-50 221+337.00 221+363.50 91.90 9.19 - 15-04-10 SHT2-51 221+316.00 221+330.00 79.80 7.98 199.50 15-04-10 SHT2-52 221+322.00 221+335.00 26.30 2.63 - 15-04-10 SHT2-53 221+322.00 221+335.00 53.50 5.35 - 16-04-10 SHT2-54 221+418.00 221+426.00 187.90 18.79 469.75 16-04-10 SHT2-55 221+317.00 221+348.50 74.70 7.47 - 16-04-10 SHT2-56 221+316.00 221+348.00 76.80 7.68 - 19-04-10 SHT2-57 221+413.00 21.20 2.12 53.00 21-04-10 SHT2-58 221+384.50 221+403.50 32.30 3.23 - 21-04-10 SHT2-59 221+385.00 221+409.00 39.40 3.94 - 22-04-10 SHT2-60 221+300.00 181.80 18.18 454.50 23-04-10 SHT2-61 221+300.00 93.90 9.39 234.75 26-04-10 SHT2-62 221+367.00 221+345.00 57.60 5.76 - 26-04-10 SHT2-63 221+345.00 221+358.00 34.30 3.43 - 26-04-10 SHT2-64 221+358.00 221+367.00 11.10 1.11 - 27-04-10 SHT2-65 221+318.00 221+324.00 68.70 6.87 -




#REF!( 182+250 AL 233+000 )




27-04-10 SHT2-66 221+367.00 221+387.00 58.60 5.86 - 27-04-10 SHT2-67 221+318.00 221+322.50 25.30 2.53 - 28-04-10 SHT2-68 221+318.00 10.10 1.01 25.25 28-04-10 SHT2-69 221+318.00 221+305.00 64.60 6.46 - 28-04-10 SHT2-70 221+318.00 221+305.00 28.30 2.83 - 28-04-10 SHT2-71 221+318.00 221+311.30 30.30 3.03 - 05-05-10 SHT2-72 221+360.00 221+351.00 41.90 4.19 - 07-05-10 SHT2-73 221+361.50 221+380.30 93.30 9.33 - 10-05-10 SHT2-74 221+386.50 221+355.00 222.90 22.29 - 10-05-10 SHT2-75 221+355.00 221+340.50 66.70 6.67 - 11-05-10 SHT2-76 221+373.50 221+387.00 121.90 12.19 - 11-05-10 SHT2-77 221+382.00 221+387.00 87.60 8.76 - 12-05-10 SHT2-78 221+300.00 221+305.00 19.40 1.94 - 12-05-10 SHT2-79 221+301.50 221+305.00 19.40 1.94 - 12-05-10 SHT2-80 221+300.00 221+311.30 52.40 5.24 - 12-05-10 SHT2-81 221+410.00 221+398.80 38.80 3.88 - 12-05-10 SHT2-82 221+410.00 221+400.30 30.10 3.01 - 13-05-10 SHT2-83 221+357.00 221+381.50 100.00 10.00 412.00 13-05-10 SHT2-84 221+400.30 221+387.00 72.80 7.28 - 14-05-10 SHT2-85 221+351.50 221+363.00 95.10 9.51 - 17-05-10 SHT2-86 221+308.00 221+340.00 140.80 14.08 - 17-05-10 SHT2-87 221+333.00 221+313.00 75.70 7.57 - 17-05-10 SHT2-88 221+340.00 221+345.00 38.80 3.88 - 17-05-10 SHT2-89 221+345.00 221+350.00 18.40 1.84 - 17-05-10 SHT2-90 221+341.50 221+333.00 37.90 3.79 - 17-05-10 SHT2-91 221+337.00 221+333.00 21.40 2.14 - 19-05-10 SHT2-92 221+379.00 221+387.00 49.50 4.95 - 19-05-10 SHT2-93 221+379.00 221+382.00 36.90 3.69 - 20-05-10 SHT2-94 221+410.00 221+411.50 38.80 3.88 - 20-05-10 SHT2-95 221+411.50 221+413.00 6.80 0.68 - 20-05-10 SHT2-96 221+410.00 221+409.50 21.40 2.14 - 20-05-10 SHT2-97 221+393.00 221+409.50 218.40 21.84 900.00 21-05-10 SHT2-98 221+393.00 221+386.00 86.40 8.64 356.00 21-05-10 SHT2-99 221+386.00 221+382.00 78.80 7.88 - 21-05-10 SHT2-100 221+382.00 221+365.50 133.00 13.30 - 21-05-10 SHT2-101 221+365.50 221+363.50 12.60 1.26 - 22-05-10 SHT2-102 221+411.50 221+413.00 68.00 6.80 - 22-05-10 SHT2-103 221+410.00 221+411.50 29.10 2.91 - 22-05-10 SHT2-104 221+409.50 221+410.00 5.80 0.58 116.00 22-11-10 SHT2-105 221+409.50 221+410.00 9.68 0.9726-11-10 SHT2-106 221+409.50 221+410.00 38.70 3.8726-11-10 SHT2-107 221+409.50 221+410.00 29.04 2.9027-11-10 SHT2-108 221+409.50 221+410.00 9.68 0.9727-11-10 SHT2-109 221+409.50 221+410.00 29.04 2.9027-11-10 SHT2-110 221+409.50 221+410.00 19.36 1.9410-12-10 SHT2-111 221+409.50 221+410.00 1.94 0.1910-12-10 SHT2-112 221+409.50 221+410.00 12.58 1.2610-12-10 SHT2-113 221+409.50 221+410.00 33.88 3.3910-12-10 SHT2-114 221+409.50 221+410.00 38.72 3.8722-05-10 SHT2-106 221+365.50 221+363.50 27.20 2.72 - 22-05-10 SHT2-107 221+382.00 221+365.50 199.00 19.90 380.00 23-05-10 SHT2-108 221+363.50 221+346.00 92.20 9.22 48.00 23-05-10 SHT2-109 221+410.00 11.70 1.17 624.00 24-05-10 SHT2-110 221+363.50 221+346.00 151.50 15.15 396.00 24-05-10 SHT2-111 221+338.80 221+346.00 96.10 9.61 448.00 24-05-10 SHT2-112 221+325.70 221+333.20 108.70 10.87 24.00 25-05-10 SHT2-113 221+413.00 221+416.00 5.80 0.58 - 25-05-10 SHT2-114 221+333.20 221+338.80 107.80 10.78 - 25-05-10 SHT2-115 221+318.50 221+325.70 83.40 8.34 - 25-05-10 SHT2-116 221+323.00 221+325.70 7.80 0.78 - 26-05-10 SHT2-117 221+333.20 221+338.80 33.00 3.30 - 26-05-10 SHT2-118 221+315.50 221+325.70 48.50 4.85 - 26-05-10 SHT2-119 221+413.00 21.40 2.14 164.00 27-05-10 SHT2-120 221+413.00 TALUD 39.80 3.98 - 09-06-10 SHT2-121 221+315.50 221+325.70 32.00 3.20 -

09-06-10 SHT2-122 221+309.50 221+315.50 47.60 4.76 -

09-06-10 SHT2-123 221+309.50 221+318.50 75.70 7.57 -




#REF!( 182+250 AL 233+000 )




09-06-10 SHT2-124 221+315.50 221+325.70 39.80 3.98 212.00

10-06-10 SHT2-125 221+416.00 221+435.00 51.50 5.15 48.00

10-06-10 SHT2-126 221+410.00 221+413.00 11.70 1.17 96.00

10-06-10 SHT2-127 221+410.00 23.30 2.33 -

Pavimento 221+410.00 57.50 2,012.43 S.T. N° 19928(16-03-11)

TOTAL (TUNEL N° 1)= 14,755.38

TOTAL (TUNEL N° 2)= 9,240.18

FALSO TÚNE DEL TÚNEL N°2

DescripciónConcreto Progresiva Tasa de Fibra Sub Total. Avance Metrado

( m3 ) ( km ) ( kg/m3 ) ( kg ) ( % ) ( kg )

Pavimento Rígido 21.044 221+265.00 25.00 526.10 100% 526.10

TOTAL 526.10

VPF Nº 10FEBRERO 2011 CONSORCIO SUPERVISORINTEROCEANICA SUR



CONTROL DE AVANCE DE TUNELES - FEBRERO 2011( 182+250 AL 233+000 )

1112 : CIMBRA METÁLICA TIPO CELOSIA

FECHANro. Ubicación Numero de Separacion CANTIDAD

Reporte PROG. Cimbra (ml) (unid)

FALSO TUNEL Nº 1

16-11-09 CM-01 213+307.00 #01 1.0017-11-09 CM-02 213+308.50 #02 1.50 1.0017-11-09 CM-02 213+310.00 #03 1.50 1.0017-11-09 CM-02 213+311.50 #04 1.50 1.0024-11-09 CM-03 213+313.00 #05 1.50 1.00

TÙNEL Nº 1

29-11-09 CM-04 213+314.50 #06 1.50 1.0029-11-09 CM-04 213+316.00 #07 1.50 1.0007-12-09 CM-05 213+317.50 #08 1.50 1.0007-12-09 CM-05 213+319.00 #09 1.50 1.0012-12-09 CM-06 213+320.50 #10 1.50 1.0015-12-09 CM-07 213+322.00 #11 1.50 1.0015-12-09 CM-07 213+323.50 #12 1.50 1.0016-12-09 CM-08 213+325.00 #13 1.50 1.00

25-01-10 CM-11 213+343.50 #14 18.50 1.0025-01-10 CM-11 213+345.00 #15 1.50 1.0025-01-10 CM-11 213+346.00 #16 1.00 1.0025-01-10 CM-13 213+347.00 #17 1.00 1.0025-01-10 CM-13 213+348.00 #18 1.00 1.0025-01-10 CM-13 213+349.00 #19 1.00 1.0025-01-10 CM-16 213+350.00 #20 1.00 1.0025-01-10 CM-15 213+351.00 #21 1.00 1.0025-01-10 CM-15 213+352.00 #22 1.00 1.0025-01-10 CM-15 213+353.00 #23 1.00 1.0025-01-10 CM-15 213+354.00 #24 1.00 1.0025-01-10 CM-17 213+355.00 #25 1.00 1.0025-01-10 CM-17 213+356.00 #26 1.00 1.0025-01-10 CM-17 213+357.00 #27 1.00 1.0025-01-10 CM-17 213+358.00 #28 1.00 1.0025-01-10 CM-17 213+359.00 #29 1.00 1.0025-01-10 CM-17 213+360.00 #30 1.00 1.0025-01-10 CM-14 213+361.00 #31 1.00 1.0025-01-10 CM-14 213+362.00 #32 1.00 1.0025-01-10 CM-14 213+363.00 #33 1.00 1.0025-01-10 CM-12 213+364.00 #34 1.00 1.0025-01-10 CM-12 213+365.00 #35 1.00 1.0025-01-10 CM-12 213+366.00 #36 1.00 1.0010-01-10 CM-09 213+367.00 #37 1.50 1.0010-01-10 CM-09 213+368.50 #38 1.50 1.00

FALSO TUNEL Nº 1

10-01-10 CM-09 213+370.00 #39 1.50 1.0010-01-10 CM-09 213+371.50 #40 1.50 1.0012-01-10 CM-10 213+373.00 #41 1.50 1.00

FALSO TUNEL Nº 2

30-04-10 CM-01 221+413.00 #1 1.0030-04-10 CM-02 221+413.00 #2 1.0030-04-10 CM-03 221+413.00 #3 1.00

27-01-11 CM-04 221+413.00 #4 1.0027-01-11 CM-05 221+413.00 #5 1.0028-01-11 CM-06 221+413.00 #6 1.0028-01-11 CM-07 221+413.00 #7 1.0028-01-11 CM-08 221+413.00 #8 1.00


TOTAL (Und) 49.00





1113 : MALLA ELECTROSOLDADA

FECHANro. PROG. PROG. AREA

Reporte INICIAL FINAL ( m2 )

TÙNEL Nº 1

01-12-09 ME-01 213+313.00 213+316.00 22.8002-12-09 ME-02 213+313.00 213+316.00 11.4002-12-09 ME-03 213+313.00 213+316.00 14.2504-12-09 ME-04 213+313.00 213+316.00 14.2507-12-09 ME-05 213+316.00 213+319.00 21.1508-12-09 ME-06 213+316.00 213+319.00 17.8509-12-09 ME-07 213+316.00 213+319.00 62.7009-12-09 ME-08 213+316.00 213+319.00 16.0509-12-09 ME-09 213+313.00 213+316.00 51.3012-12-09 ME-10 213+319.00 213+320.50 19.9513-12-09 ME-11 213+319.00 213+320.50 11.4014-12-09 ME-12 213+319.00 213+320.50 19.9515-12-09 ME-13 213+320.50 213+323.50 39.9016-12-09 ME-14 213+320.50 213+325.00 37.0517-12-09 ME-15 213+323.50 213+325.00 11.4005-01-10 ME-16 213+319.00 213+325.00 105.1711-01-10 ME-17 213+325.00 213+328.90 63.3313-01-10 ME-18 213+326.95 213+328.90 21.1118-01-10 ME-19 213+367.00 213+371.50 37.4620-01-10 ME-20 213+367.00 213+371.50 37.4623-01-10 ME-21 213+328.90 213+334.40 55.8526-01-10 ME-22 213+343.50 213+346.00 10.5029-01-10 ME-23 213+330.70 213+336.00 26.0129-01-10 ME-24 213+359.50 213+367.00 15.7530-01-10 ME-25 213+343.50 213+359.50 33.6031-01-10 ME-26 213+371.50 213+371.50 4.3131-01-10 ME-27 213+336.00 213+337.80 13.7701-02-10 ME-28 213+332.50 213+334.40 14.5401-02-10 ME-29 213+343.50 213+346.00 5.0002-02-10 ME-30 213+343.50 213+346.00 9.5003-02-10 ME-31 213+343.50 213+346.00 4.5005-02-10 ME-32 213+364.00 213+367.00 24.9806-02-10 ME-33 213+334.40 213+343.50 55.8506-02-10 ME-34 213+364.00 213+367.00 16.6508-02-10 ME-35 213+364.00 213+367.00 8.3309-02-10 ME-36 213+346.00 213+349.00 16.6511-02-10 ME-37 213+346.00 213+349.00 8.3312-02-10 ME-38 213+361.00 213+364.00 12.0013-02-10 ME-39 213+361.00 213+364.00 18.0016-02-10 ME-40 213+332.50 213+336.00 19.4317-02-10 ME-41 213+349.00 213+354.00 10.0018-02-10 ME-42 213+351.00 213+354.00 22.8819-02-10 ME-43 213+336.00 213+337.80 23.7620-02-10 ME-44 213+337.80 213+341.50 48.8422-02-10 ME-45 213+351.00 213.353.00 16.4523-02-10 ME-46 213+349.00 213+352.00 16.9824-02-10 ME-47 213+354.00 213+361.00 28.0025-02-10 ME-48 213+354.00 213+361.00 84.0027-02-10 ME-49 213+328.90 213+332.50 19.9827-02-10 ME-50 213+341.50 213+343.50 26.4027-02-10 ME-51 213+354.00 213+361.00 2.28

213+354.00 -366.53 DESCUENTO DE PERNO HILTI+RESINA+ALAMBRE GALVANIZADO Nº 1002-06-10 ME-52 213+354.00 213+361.00 17.20 CON DESCUENTO DE PERNO HILTI+RESINA+ALAMBRE GALVANIZADO Nº 10





1113 : MALLA ELECTROSOLDADA

FECHANro. PROG. PROG. AREA

Reporte INICIAL FINAL ( m2 )

TÙNEL Nº 2

17-04-10 ME-01 221+318.00 221+324.00 99.9030-04-10 ME-02 221+375.00 221+386.00 83.7207-05-10 ME-03 221+371.40 221+375.00 27.4010-05-10 ME-04 221+380.50 221+386.00 41.8612-05-10 ME-05 221+408.75 221+410.00 2.6312-05-10 ME-06 221+409.00 221+410.00 3.6314-05-10 ME-07 221+367.80 221+371.40 27.4015-05-10 ME-08 221+375.00 221+380.50 41.8617-05-10 ME-09 221+371.40 221+375.00 27.4018-05-10 ME-10 221+364.00 221+367.80 28.9218-05-10 ME-11 221+364.00 221+371.40 56.3218-05-10 ME-12 221+338.80 221+333.20 85.2419-05-10 ME-13 221+324.00 221+325.70 25.8819-05-10 ME-14 221+318.00 221+324.00 8.8319-05-10 ME-15 221+322.00 221+324.00 3.5920-05-10 ME-16 221+318.00 221+314.40 27.4020-05-10 ME-17 221+314.40 221+322.00 7.1821-05-10 ME-18 221+314.40 221+318.00 27.4023-05-10 ME-19 221+410.00 4.0024-05-10 ME-20 221+312.60 221+314.40 27.4008-06-10 ME-21 221+309.00 221+312.60 66.1022-03-11 ME-22 221+318.00 221+327.00 47.50


TOTAL (m2) 1,731.27

VPF Nº 10FEBRERO 2011 CONSORCIO SUPERVISORINTEROCEANICA SUR




1114 : APOYO CON PLANCHA ACANALADA PARA EMBOQUES (INC, MALLA Y VIGA)

FECHANro. PROGRESIVA Cantidad AREA

Reporte INICIAL FINAL (platinas) (m2)

TÙNEL Nº 1

25-11-09 PM-01 213+307.00 213+308.50 52.00 22.51

17-11-09 PM-02 213+308.50 213+313.00 24.00 10.39

18-11-09 PM-03 213+308.50 213+313.00 78.00 33.77

19-11-09 PM-04 213+308.50 213+313.00 54.00 23.3802-12-09 PM-05 213+314.50 213+316.00 4.00 1.7304-12-09 PM-06 213+313.00 213+314.50 6.00 2.60

04-12-09 PM-07 213+314.50 213+316.00 4.00 1.73

07-12-09 PM-08 213+316.00 213+319.00 3.00 1.73

08-12-09 PM-09 213+316.00 213+319.00 3.00 5.19

09-12-09 PM-10 213+316.00 213+319.00 6.00 2.60

12-12-09 PM-11 213+319.00 213+320.50 13.00 6.06

15-12-09 PM-12 213+320.50 213+323.50 44.00 19.48

16-12-09 PM-13 213+320.50 213+325.00 36.00 15.58

17-12-09 PM-14 213+323.50 213+325.00 15.00 6.49

16-01-10 PM-15 213+367.00 213+371.50 69.00 29.87

17-01-10 PM-16 213+367.00 213+371.50 16.00 6.93

05-02-10 PM-17 213+364.00 213+367.00 49.00 21.21

12-02-10 PM-18 213+361.00 213+364.00 41.00 17.75

23-02-10 PM-19 213+354.20 213+361.00 24.00 10.39

24-02-10 PM-20 213+354.20 213+361.00 44.00 19.05

06-05-10 PM-01 213+354.20 213+361.00 69.00 19.05

TÙNEL Nº 2

04-05-10 PM-01 221+410.00 221+413.00 52.00 29.87

PM-02 221+410.00 221+413.00 62.77


TOTAL (m2) 370.13





1115 : CONCRETO 100 Kg/cm2 (BOLSACRETO)

FECHANro. PROG. PROG. CEMENTO VOLUMEN

Reporte INICIAL FINAL (bolsas) ( m3 )

TÙNEL Nº 1

18-11-09 BCT- 01 213+308.50 213+313.00 15.00 2.6818-11-09 BCT- 02 213+308.50 213+313.00 17.00 3.0420-11-09 BCT- 03 213+308.50 213+308.50 6.00 1.0725-11-09 BCT- 04 213+311.50 213+311.50 16.00 2.8626-11-09 BCT- 05 213+308.50 213+308.50 2.00 0.3627-11-09 BCT- 06 213+307.00 213+307.00 1.00 0.1828-11-09 BCT- 07 213+307.00 213+307.00 6.00 1.0729-11-09 BCT- 08 213+307.00 213+307.00 3.00 0.5401-12-09 BCT- 09 213+314.50 213+316.00 20.00 3.5702-12-09 BCT- 10 213+313.00 213+316.00 10.00 1.7903-12-09 BCT- 11 213+314.50 213+316.00 2.00 0.3604-12-09 BCT- 12 213+313.00 213+316.00 4.00 0.7105-12-09 BCT- 13 213+307.00 213+307.00 10.00 1.7907-12-09 BCT- 14 213+316.00 213+317.50 2.00 0.3608-12-09 BCT- 15 213+316.00 213+319.00 8.00 1.4309-12-09 BCT- 16 213+316.00 213+317.50 3.00 0.5410-12-09 BCT- 17 213+317.50 213+319.00 1.00 0.1812-12-09 BCT- 18 213+317.00 213+320.50 14.00 2.5015-12-09 BCT- 19 213+320.50 213+323.50 22.00 3.9316-12-09 BCT- 20 213+322.00 213+325.00 10.00 1.7917-12-09 BCT- 21 213+323.50 213+325.00 4.00 0.7117-01-10 BCT- 22 213+367.00 213+371.50 2.00 0.3619-01-10 BCT- 23 213+367.00 213+371.50 3.00 0.5425-01-10 BCT- 24 213+367.00 213+371.50 10.00 1.7931-01-10 BCT- 25 213+371.50 213+371.50 12.00 2.1401-02-10 BCT- 26 213+343.50 213+346.00 5.00 0.8902-02-10 BCT- 27 213+343.50 213+346.00 3.00 0.5403-02-10 BCT- 28 213+343.50 213+346.00 9.00 1.6104-02-10 BCT- 29 213+343.50 213+346.00 2.00 0.3606-02-10 BCT- 30 213+364.00 213+367.00 8.00 1.4308-02-10 BCT- 31 213+364.00 213+367.00 11.00 1.9609-02-10 BCT- 32 213+346.00 213+349.00 16.00 2.8611-02-10 BCT- 33 213+346.00 213+349.00 6.00 1.0712-02-10 BCT- 34 213+361.00 213+364.00 8.00 1.4313-02-10 BCT- 35 213+361.00 213+364.00 20.00 3.5718-02-10 BCT- 36 213+350.00 213+354.00 21.00 3.7525-02-10 BCT- 37 213+349.00 213+354.00 7.00 1.25

TÙNEL Nº 2

23-05-10 BCT- 01 221+410.00 6.00 1.0720-01-11 BCT- 02 221+297.71 2.5026-01-11 BCT- 03 221+297.71 1.7907-02-11 BCT- 04 221+297.71 1.0708-02-11 BCT- 05 221+297.71 3.93

09-02-11 BCT- 06 221+297.71 0.89

12-02-11 BCT- 07 221+301.81 221+301.81 3.39

14-02-11 BCT- 08 221+301.81 221+301.81 0.71

15-02-11 BCT- 09 221+301.81 221+301.81 0.89

16-02-11 BCT- 10 221+299.61 221+304.01 2.14

TOTAL (TUNEL N° 1)= 56.97


TOTAL (m3) 75.37




#REF!( 182+250 AL 233+000 )

1116 : CONCRETO HIDRAULICO f'c = 175Kg/cm2

FECHANro. PROG. PROG. LONGITUD VOLUMEN

ObservacionesReporte INICIAL FINAL (ml) (m3)

TÙNEL Nº 1

18-01-10 C175-01 213+367.00 213+371.50 4.50 2.43 Topeo lado I F T19-01-10 C175-02 213+367.00 213+371.50 4.50 2.66 Topeo lado I F T20-01-10 C175-03 213+367.00 213+371.50 4.50 4.80 Topeo lado I F T26-01-10 C175-04 213+367.00 213+371.50 4.50 2.40 Topeo lado D F T29-01-10 C175-05 213+367.40 213+371.15 3.75 4.27 Topeo lado D F T30-01-10 C175-06 213+367.00 213+371.50 4.50 10.40 Topeo lado D F T31-01-10 C175-07 213+367.00 213+371.50 4.50 8.00 Topeo lado I F T01-02-10 C175-08 213+367.00 213+371.50 4.50 1.33 Topeo lado D F T24-02-10 C175-09 213+354.25 213+361.00 6.75 12.27 LD Y LI04-03-10 C175-10 213+356.60 213+361.00 4.40 6.13 Topeo lado D F T05-05-10 C175-11 213+307.00 213+307.00 4.00 1.44 PORTAL LI31-05-10 C175-12 213+371.50 0.80 MURO PSALIDA02-06-10 C175-13 213+307.00 1.73 MURO P ENT

TÙNEL Nº 2

05-05-10 221+300.00 1.44

#REF! 58.66TOTAL (TUNEL N° 2)= 1.44

TÚNEL N°2 "OSCAR" - FALSO TÚNEL

Concreto hidráulico f’c=175 kg/cm2 en Cuneta Rectangular

Cantidad Dist.Progresiva

Area Porcentaje VolumenObservaciones

(Und) (m) (m2) Valorizado (m3)

1 65.21 221+265.00 0.35 100% 22.82 Cuneta

-22 0.30 221+265.00 0.03 100% -0.20 Descuento

Concreto hidráulico f’c=175 kg/cm2 en Vereda

Ancho LongitudProgresiva

Espesor Porcentaje VolumenObservaciones

(Und) (m) (m) Valorizado (m3)

0.6 34.2 221+265.00 0.15 100% 3.08 Lado Derecho

0.6 32.77 221+265.00 0.15 100% 2.95 Lado Izquierdo

TOTAL (FALSO TUNEL) = 28.65

VPF Nº 13MAYO 2011 CONSORCIO SUPERVISORINTEROCEANICA SUR



CONTROL DE AVANCE DE TUNELES - MAYO 2011( 182+250 AL 233+000 )

1117 : CONCRETO HIDRAULICO f'c = 280 Kg/cm2

FECHANro. PROG. PROG. LONGIUD VOLUMEN OBSERVACIONES

Reporte INICIAL FINAL (m) ( m3 )

TÙNEL Nº 1

13-01-10 C280-01 213+367.00 213+371.50 4.50 6.09 Muro de salida HI

15-01-10 C280-02 213+367.00 213+371.50 4.50 9.31 Muro de salida HD

26-01-10 C280-03 213+343.40 213+346.15 2.75 3.60

30-01-10 C280-04 213+343.30 213+349.50 6.20 4.67

30-01-10 C280-05 213+359.50 213+367.00 7.50 6.20

01-02-10 C280-06 213+349.50 213+359.50 10.00 10.89

04-02-10 C280-07 213+363.90 213+367.00 3.10 3.94

12-02-10 C280-08 213+361.00 213+363.90 2.90 3.45

17-02-10 C280-09 213+349.22 213+354.22 5.00 6.67

23-02-10 C280-10 213+354.22 213+361.00 6.78 9.43

213+354.22 213+361.00 48.94TÙNEL Nº 2

221+357.50 221+413.00 55.50 82.14



TOTAL (m3) = 195.33

VPF Nº 11MARZO 2011 CONSORCIO SUPERVISORINTEROCEANICA SUR



CONTROL DE AVANCE DE TUNELES - MARZO 2011( 182+250 AL 233+000 )

1118 : ENCOFRADO Y DESENCOFRADO

FECHANro. PROG. PROG. LONGITUD AREA


TÙNEL Nº 1

15-11-09 ENC-01213+306.60 213+313.50 6.90 2.76 zapata HI

213+306.40 213+313.50 7.10 6.04 zapata HD

28-11-09 ENC-02 213+313.00 213+316.00 3.00 3.60 zapata HI y HD

06-12-09 ENC-03 213+316.00 213+319.00 3.00 3.60 zapata HI y HD

11-12-09 ENC-04 213+319.00 213+320.50 1.50 1.80 zapata HI y HD

14-12-09 ENC-05 213+320.50 213+323.50 3.00 3.60 zapata HI y HD

15-12-09 ENC-06 213+323.50 213+325.00 1.50 1.65 zapata HI y HD

09-01-10 ENC-07 213+366.00 213+373.56 7.56 10.84 zapata HI y HD

12-01-10 ENC-08 213+325.00 213+328.90 3.90 1.56 Muro lado derecho

12-01-10 ENC-09 213+367.00 213+371.50 4.50 11.13 Muro lado izquierdo

13-01-10 ENC-10 213+325.00 213+328.90 3.90 1.56 Subrasante HI


15-01-10 ENC-12 213+343.25 213+346.25 3.00 8.87 zapata HI y HD


25-01-10 213+367.00 213+371.50 6.89



27-01-10 ENC-16 213+346.25 213+366.00 19.75 15.80 zapata HI


29-01-10 ENC-18 213+367.00 213+371.50 4.50 8.53 Topeo lado D F T



03-02-10 ENC-21 213+363.50 213+366.40 2.90 2.32 zapata HD


06-02-10 ENC-23 213+346.25 213+349.35 3.10 3.09 zapata HD


10-02-10 ENC-25 213+360.50 213+363.50 3.00 2.40 zapata HD


15-02-10 ENC-27 213+349.35 213+354.25 4.90 4.56 zapata HD





20-02-10 ENC-33 213+329.00 213+343.5 14.50 8.70 Muro bajo LD

20-02-10 ENC-34 213+354.25 213+360.50 6.25 5.00 Zapata LD


24-02-10 ENC-36 213+328.00 213+343.50 15.50 9.30 Muro bajo LI

25-02-10 ENC-37 213+356.50 213+361.00 4.50 5.63 topeo LD falso tunel04-03-10 ENC-38 213+357.30 213+361.00 3.70 4.74 topeo LD falso tunel04-03-10 ENC-39 213+371.50 213+373.00 1.50 3.99 Muro astial lado izquierdo de falso tunel05-05-10 ENC-40 213+371.50 213+373.00 1.50 7.65 Muro HD falso tunel29-05-10 ENC-41 213+373.00 15.70 9.42 Portal Salida29-05-10 ENC-42 213+371.50 11.5102-06-10 ENC-43 213+307.00 25.59 7.70 Portal Entrada

213+307.00 14.77 Portal Entrada

TÙNEL Nº 2

29-04-10 T2-EN 01 221+409.82 221+413.75 6.70 3.32 Zapata y sobre

03-05-10 T2-EN 02 221+409.82 221+413.75 3.35 9.14 Muro HI falso tunel

03-05-10 T2-EN 03 221+409.82 221+413.75 3.35 9.18 Muro HD falso tunel





1118 : ENCOFRADO Y DESENCOFRADO

FECHANro. PROG. PROG. LONGITUD AREA


26-05-10 T2-EN 04 221+413.00 15.40 9.24 Portal salida

18-01-11 T2-EN 05 221+413.00 2.01

18-01-11 T2-EN 06 221+413.00 2.91

18-01-11 T2-EN 07 221+413.00 1.96

18-01-11 T2-EN 08 221+413.00 2.50

19-01-11 T2-EN 09 221+413.00 1.86

19-01-11 T2-EN 10 221+413.00 1.95

20-01-11 T2-EN 11 221+413.00 10.43

22-01-11 T2-EN 12 221+413.00 17.75

24-01-11 T2-EN 13 221+413.00 17.75



TOTAL (m2)= 448.22





1119 : ACERO DE REFUERZO EN TÙNEL

FECHA PROGRESIVAS Ø 1" Ø 3/4 Ø 5/8 Ø 3/8 TOTAL OBSERVACIONTÙNEL Nº 1 (kg) (kg) (kg) (kg) (kg)

11/15/2009 213+306.60 213+313.5 41.29 0.00 0.00 0.00 41.2911/28/2009 213+314.50 213+316 35.73 0.00 0.00 3.81 39.5411/28/2009 213+314.00 213+316 28.58 0.00 0.00 0.00 28.5812/7/2009 213+316.00 213+319 35.73 0.00 0.00 0.00 35.7312/7/2009 213+316.00 213+319 0.00 0.00 0.00 4.20 4.2012/6/2009 213+316.00 213+319 10.72 0.00 18.25 19.49 48.46

12/12/2009 213+319.00 213+320.5 0.00 0.00 0.00 5.04 5.0412/12/2009 213+320.50 213+320.5 21.44 0.00 0.00 0.00 21.4412/11/2009 213+319.00 213+310 0.00 10.75 0.00 16.80 27.5512/14/2009 213+320.50 213+323.5 0.00 19.71 0.00 22.40 42.1112/15/2009 213+320.50 213+323.5 0.00 0.00 0.00 8.40 8.4012/15/2009 213+320.50 213+323.5 25.01 0.00 0.00 0.00 25.0112/15/2009 213+323.50 213+325 0.00 10.75 0.00 14.11 24.8612/16/2009 213+325.50 213+325 14.29 0.00 0.00 0.00 14.2912/16/2009 213+325.50 213+325 0.00 0.00 0.00 4.20 4.20

1/9/2010 213+366.00 213+373.65 0.00 33.60 0.00 0.00 33.601/11/2010 213+367.00 213+371.5 0.00 0.00 0.00 10.08 10.081/11/2010 213+367.00 213+370 10.72 0.00 2.18 0.00 12.901/12/2010 213+367.00 213+373 0.00 0.00 0.00 120.96 120.961/12/2010 213+367.00 213+373 71.46 0.00 0.00 0.00 71.461/14/2010 213+325.00 213+328.9 0.00 0.00 0.00 15.68 15.681/14/2010 213+367.00 213+373 0.00 0.00 0.00 120.96 120.961/14/2010 213+367.00 213+373 0.00 0.00 4.68 2.52 7.201/14/2010 213+326.00 213+326 10.72 0.00 0.00 0.00 10.721/15/2010 213+367.00 213+371.5 0.00 0.00 17.55 0.00 17.551/15/2010 213+367.00 213+371.5 21.44 0.00 0.00 0.00 21.441/17/2010 213+367.00 213+371.5 14.29 0.00 0.00 0.00 14.291/17/2010 213+367.00 213+371.5 PL PL PL PL 250.811/18/2010 213+367.00 213+371.5 PL PL PL PL 564.331/19/2010 213+367.00 213+371.5 PL PL PL PL 397.121/19/2010 213+367.00 213+371.5 21.44 0.00 0.00 0.00 21.441/22/2010 213+367.00 213+371.5 0.00 0.00 0.00 693.00 693.001/23/2010 213+328.90 213+334.4 0.00 0.00 0.00 12.54 12.541/24/2010 213+343.25 213+346.25 28.58 0.00 0.00 21.50 50.091/25/2010 213+365.70 213+371.5 0.00 0.00 0.00 1.79 1.791/25/2010 213+343.50 213+346 0.00 2.91 0.00 1.40 4.311/26/2010 213+367.00 213+371.5 0.00 0.00 0.00 2.69 2.691/26/2010 213+343.50 213+346 10.72 0.00 0.00 0.00 10.721/26/2010 213+343.50 213+346 21.44 0.00 0.00 0.00 21.441/26/2010 213+367.00 213+371.5 2.69 2.691/27/2010 213+346.25 213+366 53.60 0.00 0.00 0.00 53.601/27/2010 213+347.00 213+366 95.28 0.00 0.00 0.00 95.281/27/2010 213+346.25 213+366 0.00 0.00 0.00 124.10 124.101/28/2010 213+343.50 213+366 164.36 0.00 0.00 0.00 164.361/29/2010 213+330.00 213+336 0.00 0.00 0.00 9.41 9.411/29/2010 213+367.00 213+371.5 0.00 0.00 0.00 3.14 3.141/30/2010 213+367.00 213+371.5 0.00 0.00 0.00 3.14 3.141/31/2010 213+336.00 213+337.8 0.00 0.00 0.00 8.06 8.062/1/2010 213+343.50 213+346 0.00 0.00 0.00 1.40 1.402/1/2010 213+332.50 213+334.4 0.00 0.00 0.00 4.93 4.932/2/2010 213+343.50 213+346 0.00 0.00 0.00 312.06 312.062/3/2010 213+363.50 213+366.4 14.29 0.00 0.00 14.90 29.192/3/2010 213+364.00 213+367 14.29 0.00 0.00 0.00 14.292/4/2010 213+363.90 213+367 0.00 0.00 0.00 60.70 60.702/4/2010 213+363.00 213+366 0.00 0.00 0.00 6.72 6.722/4/2010 213+364.00 213+366 32.16 0.00 0.00 0.00 32.162/6/2010 213+346.25 213+349.35 25.01 0.00 0.00 0.00 25.012/6/2010 213+346.25 213+349.35 0.00 0.00 0.00 17.81 17.812/6/2010 213+337.80 213+343.423 0.00 0.00 0.00 26.88 26.882/8/2010 213+347.00 213+349 39.30 0.00 0.00 0.00 39.302/8/2010 213+346.00 213+349 0.00 0.00 9.36 0.00 9.362/8/2010 213+364.00 213+367 0.00 0.00 0.00 286.94 286.942/9/2010 213+347.00 213+349 10.72 0.00 0.00 0.00 10.722/9/2010 213+346.00 213+349 0.00 0.00 4.68 0.00 4.682/9/2010 213+346.00 213+349 0.00 0.00 0.00 68.68 68.68

2/10/2010 213+360.50 213+363.5 28.58 0.00 0.00 0.00 28.582/10/2010 213+360.50 213+363.5 0.00 0.00 0.00 17.81 17.81







2/11/2010 213+361.00 213+364 0.00 0.00 0.00 63.17 63.172/11/2010 213+361.00 213+363 57.17 0.00 0.00 0.00 57.172/11/2010 213+361.00 213+364 0.00 0.00 14.04 0.00 14.042/11/2010 213+346.00 213+349 0.00 0.00 0.00 263.76 263.762/11/2010 213+346.00 213+349 0.00 0.00 0.00 23.52 23.522/13/2010 213+361.00 213+364 0.00 0.00 0.00 244.72 244.722/15/2010 213+349.35 213+354.25 0.00 0.00 0.00 30.07 30.072/15/2010 213+350.00 213+354 43.67 0.00 0.00 0.00 43.672/16/2010 213+332.50 213+336 0.00 0.00 0.00 7.06 7.062/16/2010 213+361.00 213+367 0.00 0.00 0.00 5.88 5.882/17/2010 213+350.00 213+354 79.40 0.00 0.00 0.00 79.402/17/2010 213+349.00 213+354 0.00 0.00 15.60 0.00 15.602/17/2010 213+349.00 213+354 0.00 0.00 0.00 105.28 105.282/18/2010 213+361.00 213+364 PL PL PL PL 334.422/19/2010 213+351.00 213+354 PL PL PL PL 752.442/20/2010 213+353.00 213+354 0.00 0.00 0.00 81.20 81.202/20/2010 213+336.00 213+337.8 0.00 0.00 0.00 10.19 10.192/20/2010 213+337.00 213+341.5 0.00 0.00 0.00 18.24 18.242/20/2010 213+355.00 213+360 52.40 0.00 0.00 0.00 52.402/20/2010 213+354.25 213+360.5 0.00 0.00 0.00 37.69 37.692/22/2010 213+349.00 213+353 0.00 0.00 0.00 322.11 322.112/22/2010 213+354.00 213+361 0.00 0.00 0.00 144.26 144.262/22/2010 213+355.00 213+360 47.64 0.00 0.00 0.00 47.642/22/2010 213+354.00 213+361 0.00 0.00 10.85 0.00 10.852/23/2010 213+354.20 213+361 PL PL PL PL 418.022/24/2010 213+354.20 213+361 PL PL PL PL 418.022/25/2010 213+354.00 213+361 0.00 0.00 0.00 574.67 574.672/25/2010 213+354.20 213+361 PL PL PL PL 710.632/25/2010 213+357.00 213+361 0.00 0.00 0.00 1.57 1.572/27/2010 213+328.90 213+332.5 0.00 0.00 0.00 7.06 7.062/27/2010 213+341.50 213+343.5 0.00 0.00 0.00 10.19 10.19

213+341.60 -2,059.43 DESCUENTO ACERO EN CIMBRAS

213+341.70 -3,758.55 DESCUENTO ACERO EN PLANCHAS ACANALADAS

6/2/2010 213+307.00 213+307 0.00 0.00 19.53 0.00 19.5311/24/2009 213+307.00 213+310 0.00 0.00 0.00 655.93 655.9311/25/2009 213+310.00 213+311.50 0.00 0.00 0.00 339.75 339.7511/26/2009 213+311.50 213+313 0.00 0.00 0.00 339.75 339.7511/27/2009 213+313.00 213+314.5 0.00 0.00 0.00 339.75 339.75

213+341.70 -275.49 DESCUENTO ACERO EN PLANCHAS ACANALADAS

213+341.70 191.07

TÙNEL Nº 24/17/2010 221+341.70 15.685/19/2010 221+341.70 87.135/18/2010 221+341.70 58.175/6/2010 221+341.70 263.265/4/2010 221+341.70 501.31

5/30/2010 221+341.70 228.545/30/2010 221+341.70 51.615/29/2010 221+341.70 17.245/29/2010 221+341.70 14.345/29/2010 221+341.70 23.825/29/2010 221+341.70 28.585/30/2010 221+341.70 33.605/30/2010 221+341.70 128.35

1/18/2011 221+341.70 5.041/18/2011 221+341.70 5.381/19/2011 221+341.70 4.031/19/2011 221+341.70 3.701/21/2011 221+341.70 27.791/21/2011 221+341.70 9.301/21/2011 221+341.70 150.641/22/2011 221+341.70 27.791/22/2011 221+341.70 9.301/22/2011 221+341.70 150.64







1/28/2011 221+341.70 14.371/31/2011 221+341.70 27.901/31/2011 221+341.70 15.88 DESCUENTO ACERO EN CIMBRAS

2/2/2011 221+341.70 493.22 DESCUENTO ACERO EN PLANCHAS ACANALADAS

2/8/2011 221+341.70 493.22221+341.70 -401.84221+341.70 -1,346.76

Por Redondeo 221+341.70 -0.01

TOTAL (TUNEL N° 1)= 5,016.05TOTAL (TUNEL N° 2)= 1,141.21

TOTAL (kg) = 6,157.27





1120 : JUNTA DE DILATACION

FECHAPROG. Nro. PROG. LONGITUD LONGITUD

ObservacionesINICIAL Reporte FINAL (ml) (ml)

TÙNEL Nº 1

213+306.80 22.2 22.20

TÙNEL Nº 2

221+298.55 29.60 29.60



Junta ProgresivaDist.

Avance (%)

Longitud

Junta

(m) (m)

Junta N°1 221+265.00 8.00 1 100% 8.00

Junta N°2 221+265.00 7.45 1 100% 7.45

TOTAL (Falso Túnel del Túnel N°2) 15.45

Numero de Veces





1121 : JUNTA ASERRADA



TÙNEL Nº 1

213+306.80 103.6 103.60

TÙNEL Nº 2

221+298.55 155.40 155.40




Avance (%)

Longitud

Junta

(m) (m)

En pavimento rigido @5m del Falso Túnel del Túnel N°2

Junta N°1 221+265.00 8.02 1 100% 8.02

Junta N°2 221+265.00 8.04 1 100% 8.04

Junta N°3 221+265.00 7.99 1 100% 7.99

Junta N°4 221+265.00 7.89 1 100% 7.89

Junta N°5 221+265.00 7.74 1 100% 7.74

Junta N°6 221+265.00 7.61 1 100% 7.61

Junta N°7 221+265.00 7.48 1 100% 7.48

Junta N°8 221+265.00 7.48 1 100% 7.48


Numero de Veces





1122 : JUNTA DE CONSTRUCCION



TÙNEL Nº 1

213+306.80 67.5 67.50

TÙNEL Nº 2

221+298.55 111.00 111.00




Avance (%)

Longitud

Junta

(m) (m)

Izquierdo 221+265.00 39.43 1 100% 39.43

Derecho 221+265.00 38.84 1 100% 38.84

central 221+265.00 38.21 1 100% 38.21


Numero de Veces





1124 : TUBERIA PVC SAP D=5"

FECHANro. PROG. PROG. LONGITUD N° de LONGITUD

Reporte INICIAL FINAL (ml) Veces (ml)

TÙNEL Nº 1

24-10-10 T2-EN 04 213+306.80 213+373.30 66.5 1.00 399.00

TÙNEL Nº 2

25-04-11 T2-EN 04 221+298.55 221+413.00 114.45 1.00 666.00

FALSO TÚNEL

Lado Derecho 221+265.00 34.20 3.00 102.60

Lado Izquierdo 221+265.00 32.77 3.00 98.31



TOTAL (m)= 1,265.91





1125 : TUBERIA PVC SAP D=10"

FECHANro. PROG. PROG. LONGITUD N° de LONGITUD

Reporte INICIAL FINAL (ml) Veces (ml)

TÙNEL Nº 1

25-04-11 213+306.80 213+373.30 66.5 1.00 133.00

TÙNEL Nº 2

25-04-11 221+298.55 221+413.00 114.5 1.00 222.00

FALSO TÚNEL

Lado Derecho 221+265.00 34.20 1.00 34.20

Lado Izquierdo 221+265.00 32.77 1.00 32.77



TOTAL (m)= 421.97





1126 : GEOTEXTIL

PROG. PROG.FECHA

Nro. LONGITUD AREA

INICIAL FINAL Reporte (ml) (m2)

TÙNEL Nº 1

213+306.80 213+373.30 24-10-10 T2-EN 04 66.50 478.80

TÙNEL Nº 2

221+298.55 221+413.00 25-04-11 T2-EN 04 114.5 821.40



GEOTEXTIL EN FALSO TÚNEL DEL TÚNEL N° 2Progresiva Dist. Long. de Geotextil Área de Aplicación Avance Ancho Área

(m) (m) (m2) ( % ) (m) (m2)

221+265.00 8

221+270.00 5 8 40.00 100% 40.00 40.00

221+275.00 5 8 40.00 100% 40.00 40.00

221+280.00 5 7.93 39.83 100% 39.83 39.83

221+285.00 5 7.77 39.25 100% 39.25 39.25

221+290.00 5 7.62 38.48 100% 38.48 38.48

221+295.00 5 7.47 37.73 100% 37.73 37.73

221+298.50 3.5 7.42 26.06 100% 26.06 26.06

Sub Total= 261.33

TOTAL = 1,561.53

GEOTEXTIL EN SUB DREN TRIANGULAR DEL TÚNEL N° 3Progresiva Dist. Long. de Geotextil Área de Aplicación Avance Ancho Área

(m) (m) (m2) ( % ) (m) (m2)

Lado Derecho222+369.77222+653.00 283.23 4.2 100% 0.00 1,189.57

Sub Total= 1,189.57

TOTAL = 1,189.57





1129 : FILTRO DRENANTE

PROG. PROG.FECHA

Nro. LONGITUD VOLUMENObservaciones


TÙNEL Nº 1

213+306.80 213+373.30 24-10-10 T2-EN 04 66.5 184.34

TÙNEL Nº 2

221+298.55 221+413.00 25-04-11 T2-EN 04 114.5 328.56 VPF Nº 12



FILTRO DRENANTE EN FALSO TÚNEL DEL TÚNEL N° 2Progresiva Dist. AREA Vol. % Volumen

(m) (M2) (m2) Avance (m3)

221+265.0 3.33

221+270.0 5.00 3.33 16.65 100% 16.65

221+275.0 5.00 3.33 16.65 100% 16.65

221+280.0 5.00 3.31 16.60 100% 16.6

221+285.0 5.00 3.26 16.43 100% 16.425

221+290.0 5.00 3.12 15.95 100% 15.95

221+295.0 5.00 3.02 15.35 100% 15.35

221+298.5 3.50 3.00 10.54 100% 10.535

TOTAL 108.16

TOTAL (m3)= 621.06

FILTRO DRENANTE EN EL TÚNEL N° 3Progresiva Dist. AREA Vol. % Volumen

(m) (M2) (m2) Avance (m3)

Lado Derecho

222+369.8

222+653.0 283.23 0.79 224.74 100% 224.74

TOTAL 224.74

TOTAL (m3)= 224.74



CONTROL DE AVANCE DE TÚNELES - MARZO 2014( 182+250 AL 233+000 )

1133 : MARCAS EN EL PAVIMENTO EN TÚNEL

DESCRIPCIÓNPROGRESIVA

TOTAL LÍNEA (m)

INICIAL FINAL IZQUIERDA DERECHA CENTRAL

TÚNEL N°1 213+306.60 213+373.20 66.60 66.60 133.20 266.40 26.64

TÚNEL N°2 221+265.00 221+413.00 148.00 148.00 296.00 592.00 59.20

TUNEL N° 3 222+351.00 223+111.00 760.00 760.00 1520.00 3040.00 304.00

TOTAL METRADO 389.84

LÍNEA DE BORDE (BLANCO)

LÍNEA DOBLE (AMARILLA) TOTAL LÍNEA

(m2)



CONTROL DE AVANCE DE TÚNELES - MARZO 2014( 182+250 AL 233+000 )

1134 : TACHAS DELINEADORAS EN TÚNEL

DESCRIPCIÓNPROGRESIVA TACHAS EN EL PAVIMENTO

TOTAL (UND)INICIAL FINAL IZQUIERDA CENTRAL DERECHA

TÚNEL N°1 213+306.60 213+373.20 5.00 5.00 5.00 15.00

TÚNEL N°2 221+265.00 221+413.00 15.00 15.00 15.00 45.00

TÜNEL N°3 222+351.00 223+111.00 380.00 380.00 380.00 1140.00

TOTAL METRADO 1200.00




#REF!( 182+250 AL 233+000 )

1135 : INSTALACION ELECTRICA PARA TUNEL

FECHANro. PROG. PROG. AVANCE LONGITUD

Reporte INICIAL FINAL (%) (ml)

TÙNEL Nº 1

24-10-10 213+306.80 213+373.30 66.50

TÙNEL Nº 2

24-10-10 C140- 221300 221+413.00 221+307.55 105.45



TÚNEL N°03 (Tramo en Roca) - Km. 222+366.50 al Km. 222+883.00

DESCRIPCIONPROG. PROG. LONGITUD AVANCE LONGITUD

INICIAL FINAL (ml) (%) (ml)

TÚNEL N°3 222+368.02 222+877.30 509.28 96.33% 490.58

TOTAL METRADO (TÚNEL N°3) 490.58




#REF!( 182+250 AL 233+000 )

1137 : SISTEMA PRESURIZADO DE TÙNEL

FECHANro. PROG. PROG. Avance LONGITUD

Reporte INICIAL FINAL (%) (ml)TÙNEL Nº 1

24-10-10 C210-01 213+306.80 213+373.30 100.00% 66.50

TÙNEL Nº 224-10-10 C210-221,300 221+413.00 221+307.55 100.00% 105.45



TÚNEL N°03 (Tramo en Roca) - Km. 222+366.50 al Km. 222+883.00

DESCRIPCIONPROG. PROG. LONGITUD AVANCE LONGITUD

INICIAL FINAL (ml) (%) (ml)

TÚNEL N°3 222+368.02 222+877.30 509.28 96.33% 490.58

TOTAL METRADO (TÚNEL N°3) 490.58

VPF Nº 4AGOSTO 2010 CONSORCIO SUPERVISORINTEROCEANICA SUR




202.B : EXCAVACIÒN EN ROCA SUELTA

FECHANro. PROG. PROG. LONGITUD VOLUMEN


TÙNEL Nº 1

31-10-09 213+304.00 213+307.00 3.00 31.5305-11-09 213+302.00 213+303.00 1.00 8.1506-11-09 213+304.00 213+307.00 3.00 69.6321-11-09 213+384.00 213+394.00 10.00 43.8523-11-09 213+380.00 213+384.00 4.00 19.8824-11-09 213+376.00 213+380.00 4.00 27.0125-11-09 213+372.00 213+376.00 4.00 27.88

TOTAL 227.93


DETALLE DE METRADOS - 200 - MOVIMIENTO DE TIERRAS221 - DESQUINCHE

PROGRESIVA PROGRESIVAFECHA

AVANCE EJECUTADO SALDO OBSERVACIONESKM KM % (M2) (M2)

TUNEL Nº 1

213+302 213+307 06/11/09 121.51 100% 121.51 0.00 213+307 213+312 10/11/09 142.55 100% 142.55 0.00 213+302 02/06/10 3.90 100% 3.90 0.00

TUNEL Nº 2221+250 221+300 30/09/11 60.00 100% 60.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 327.96 327.96 0.00

AREA (M2) DESQUINCHE




CONTROL DE AVANCE DE TUNELES - AGOSTO 2010( 182+250 AL 233+000 )

506.A : CONCRETO 140 Kg/cm2

FECHANro. PROG. PROG. LONGITUD VOLUMEN OBSERVACIONES

Reporte INICIAL FINAL (ml) ( m3 )

TÙNEL Nº 1

18-11-09 C140- 01 213+308.50 213+313.00 4.50 Hastial Izq.

20-11-09 C140- 02 213+308.50 213+313.00 4.50 1.20 Hastial der.

17-12-09 C140- 03 213+323.50 213+325.00 1.50 7.26 Boveda

09-01-10 C140- 04 213+366.00 213+373.40 7.40 4.55 Muro salida der.

TÙNEL Nº 2

SUB TOTAL = 13.01




#REF!( 182+250 AL 233+000 )

508 : CONCRETO 210 Kg/cm2

PROG. PROG. Nro.FECHA

LONGITUD VOLUMENObservaciones


TÙNEL Nº 1

213+308.00 213+313.50 C210-01 15-11-09 5.50 5.30 para zapata HI213+306.50 213+313.50 C210-01 15-11-09 7.00 para zapata HD213+306.50 213+308.00 C210-02 23-11-09 1.50 0.94 para zapata HI

213+314.50 213+316.00 C210-03 28-11-09 1.50 2.55213+316.00 213+319.00 C210-04 06-12-09 3.00 2.40 HD y HI213+319.00 213+320.50 C210-05 11-12-09 1.50 1.70 zapata C10213+320.50 213+323.50 C210-06 14-12-09 3.00 3.80 zapata C11 y C12213+323.50 213+325.00 C210-07 15-12-09 1.50 2.12 zapata C13

213+366.00 213+373.65 C210-08 09-01-10 7.65 10.12 zapatas213+343.25 213+346.25 C210-09 24-01-10 3.00 5.40 zapatas213+365.70 213+371.50 C210-10 25-01-10 5.80 2.12 HD Falso Túnel

213+346.25 213+366.00 C210-11 27-01-10 19.75 13.88 zapatas213+363.50 213+366.40 C210-12 03-02-10 2.90 1.66 zapatas213+346.25 213+349.35 C210-13 06-02-10 3.10 1.88 zapatas213+346.15 213+349.22 C210-14 09-02-10 3.07 3.53 HD Interior Túnel213+360.50 213+363.50 C210-15 10-02-10 3.00 1.65 zapatas213+361.00 213+367.00 C210-16 15-02-10 6.00 2.12 zapatas213+360.40 213+367.00 C210-17 15-02-10 6.60 3.29 Falso cuerpo roca213+349.35 213+354.25 C210-18 15-02-10 4.90 2.59 Falso cuerpo roca213+361.00 213+367.00 C210-19 16-02-10 6.00 4.24 Falso cuerpo roca213+361.00 213+367.00 C210-20 17-02-10 6.00 5.65 Falso cuerpo roca213+329.00 213+343.50 20-02-10 14.50 3.53213+354.25 213+360.50 21 20-02-10 6.25 4.47 LD zapatas213+328.00 213+343.50 C210-22 24-02-10 15.50 4.94 LD zapatas213+354.50 213+361.00 C210-23 25-02-10 6.50 5.18 Falso cuerpo roca213+371.50 213+373.00 04-03-10 1.50 1.41

213+302.00 213+304.10 05-05-10 2.10 0.47213+371.50 213+373.00 05-05-10 1.50 1.53

TOTAL TÚNEL N 1 98.47

TOTAL TÚNEL N 2

CORREDOR VIAL - INTEROCEANICA SUR- TRAMO 4

MURO GAVIONKM. 208+505.000 AL KM. 531+250

Tramo Progresiva fecha522 A 522 C Volum.Total

AE (m2) Vol.(m3) AE (m2) Vol.(m3) (m3)

II

213+275.50 213+295.50 24/10/10 30.00 140.00

213+373.00 213+388.00 24/10/10 22.50 105.00

TOTAL 52.50 245.00 297.50

GAVION TIPO 522 A 52.50 GAVION TIPO 522 C 245.00

Gavión tipo caja Gavión tipo caja GAVIONES m3

metrados túnel

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