Informe Topografia Abril

INFORME TOPOGRAFIA EJECUCION DE OBRA CRA 5 Y CALLE 4

CARTERAS Y CUBICACION REDES SANITARIASY PLUVIALES CRA 5 Y CALLE 4

CONSORCIO EUROCIVIL

CAJICA CUNDIMARCA

ENERO 2015 - ABRIL 2015

INTRODUCCION

En las siguientes páginas se describen el proceso de topografía en revisión de interventoría dentro de la ejecución del contrato “Interventoría integral a los contratos de obra derivados de contratos interadministrativos o de procesos de selección que adelanta Empresas Públicas de Cundinamarca

S.A. ESP en su condición de gestor del Plan departamental de aguas – PAP – PDA. Grupo 3. CAJICA”.

A continuación se verán las carteras, hojas de cálculo y graficas correspondientes al alcantarillado pluvial y sanitario en la Carrera 5 y Calle 4.

1. CARRERA 5 ALCANTARRILADO SANITARIO

PROYECTO:

29.4028.20

0.5 Ø 20" PVC Novafort 0.20%

ABSCISA AI LECTURASCOTA

RAZANTEP % COTA CORTE COTA LOMO

COTA TRITURADO

COTA SUB BASE INVIAS

320

COTA BASE INVIAS 330

COTA DE RAZANTE

CORTE (‐)PROM. RELL.

GRAVAPROM. RELL.

TIERRAPROM. RELL. SUBBASE

PROM. RELL.BASE

ANCHO SUP EXCAVACION

ANCHO INF EXCAVACION

LONGITUD AREA m 2 VOLUMEN EXCAVACION m 3 DETALLE

K0+000.00 2555.686 1.483 2554.203 2552.140 2552.840 2552.990 2553.803 2554.203 2554.203 2.063 0.850 0.813 0.400 0.000 1.300 1.300 2.682 Eje pozo PZ 1432K0+003.30 2555.686 1.484 2554.202 2552.147 2552.847 2552.997 2553.802 2554.202 2554.202 2.055 0.850 0.805 0.400 0.000 1.300 1.300 3.300 2.672 8.8K0+006.60 2555.686 1.469 2554.217 2552.153 2552.853 2553.003 2553.817 2554.217 2554.217 2.064 0.850 0.814 0.400 0.000 1.300 1.300 3.300 2.683 8.8K0+009.60 2555.686 1.485 2554.201 2552.159 2552.859 2553.009 2553.801 2554.201 2554.201 2.042 0.850 0.792 0.400 0.000 1.300 1.300 3.000 2.654 8.0K0+012.60 2555.686 1.399 2554.287 2552.165 2552.865 2553.015 2553.887 2554.287 2554.287 2.122 0.850 0.872 0.400 0.000 1.300 1.300 3.000 2.758 8.1K0+015.60 2555.686 1.396 2554.290 2552.171 2552.871 2553.021 2553.890 2554.290 2554.290 2.119 0.850 0.869 0.400 0.000 1.300 1.300 3.000 2.754 8.3K0+018.60 2555.686 1.396 2554.290 2552.177 2552.877 2553.027 2553.890 2554.290 2554.290 2.113 0.850 0.863 0.400 0.000 1.300 1.300 3.000 2.747 8.3K0+021.60 2555.618 1.298 2554.320 2552.183 2552.883 2553.033 2553.920 2554.320 2554.320 2.137 0.850 0.887 0.400 0.000 1.300 1.300 3.000 2.778 8.3K0+024.60 2555.618 1.338 2554.280 2552.189 2552.889 2553.039 2553.880 2554.280 2554.280 2.091 0.850 0.841 0.400 0.000 1.300 1.300 3.000 2.718 8.2K0+027.60 2555.618 1.318 2554.300 2552.195 2552.895 2553.045 2553.900 2554.300 2554.300 2.105 0.850 0.855 0.400 0.000 1.300 1.300 3.000 2.736 8.2K0+029.40 2555.618 1.278 2554.340 2552.199 2552.899 2553.049 2553.940 2554.340 2554.340 2.141 0.850 0.891 0.400 0.000 1.300 1.300 1.800 2.784 5.0

Eje pozo SN 1729.400

2.096 80.0

Corte asfaltoDemolición asfalto

Long tuberíaVolumen de

excavación total

Volumen de excavación total Con Derrumbes

Volumen de Grava

Relleno Recebo

Relleno Recebo con Derrumbes

Relleno SubBase

Relleno SubBase con Derrumbes

Relleno BaseRelleno Base

Con Derrumebes

Material Retirado

Material Retirado con Derrumbes

Entibado continuo Reposicion de asfalto

ml m3 ml m3 m3 m3 m3 m4 m3 m3 m3 m3 m3 m3 m2 m2

58.8 3.7 28.2 80.0 80.0 25.4 31.0 31.0 14.7 14.7 0.0 0.0 80.0 80.0 118.2 36.7

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+000.00 K0+000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00K0+000.00 K0+000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00K0+000.00 K0+000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00K0+000.00 K0+000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00K0+000.00 K0+000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 0.00 0.00 0.00 0.00

ALCANTARILLADO CAJICA CONSTRUCCION REDES DE AGUAS LLUVIAS Y AGUAS RESIDUALES

CONTRATISTA: CONSORCIO ALCANTARILLADO CAJICA

FECHA: 1 de febrero de 2015CONTRATO DE OBRA:

INTERVENTORÍA: CONSORCIO EUROCIVIL

CONTRATO INTERVENTORIA:

SECTOR: CARRERA 5 ENTRE CALLES 1 Y 3 SUR

1

ESPESOR ASFALTO IN-SITU: 0.1

Long. Entre ejesTRAMO: PZ 1432-SN 17 Long efectiva de tubería

DIAMETRO: Pendiente del tramo

ESPESOR TUBERIA x 2: 0.05

ESPESOR TRITURADO: 0.15

ESPESOR SUB BASE INVIAS 320: 0.4

ESPESOR BASE INVIAS 330: 0.0

ANCHO SECCION TIPICA TUB (Incluida Ancho Para Entibado 0.30 x 2) 1.300

VOLUMEN TUBERIA (M3): 5.8

EXCAVACION ZANJA DE RED ALCANTARRILLADO PLUVIAL PZ ‐ 1432 SN 17

0.20% Ø 20"

VOLUMEN TOTAL EXCAVACION ZANJA m 3

DERRUMBES

ESQUEMA ESTRUCTURA DE TUBERIA

2552.000

2552.500

2553.000

2553.500

2554.000

2554.500

K0+000.00 K0+003.30 K0+006.60 K0+009.60 K0+012.60 K0+015.60 K0+018.60 K0+021.60 K0+024.60 K0+027.60 K0+029.40

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo PZ 1432‐SN 17

COTA CORTE COTA LOMO COTA TRITURADO COTA SUB BASE INVIAS 320 COTA BASE INVIAS 330 COTA DE RAZANTE

PROYECTO:

66.6065.40




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE



LONGITUD AREA m2 VOLUMEN EXCAVACION m3 DETALLE

K0+000.00 2555.707 1.427 2554.280 2552.140 2552.840 2552.990 2553.880 2554.280 2554.280 2.140 0.850 0.890 0.400 0.000 1.300 1.300 2.782 Eje pozo SN 17K0+003.30 2555.707 1.407 2554.300 2552.147 2552.847 2552.997 2553.900 2554.300 2554.300 2.153 0.850 0.903 0.400 0.000 1.300 1.300 3.300 2.799 9.2K0+006.60 2555.707 1.387 2554.320 2552.153 2552.853 2553.003 2553.920 2554.320 2554.320 2.167 0.850 0.917 0.400 0.000 1.300 1.300 3.300 2.817 9.3K0+009.60 2555.707 1.367 2554.340 2552.159 2552.859 2553.009 2553.940 2554.340 2554.340 2.181 0.850 0.931 0.400 0.000 1.300 1.300 3.000 2.835 8.5K0+012.60 2555.707 1.297 2554.410 2552.165 2552.865 2553.015 2554.010 2554.410 2554.410 2.245 0.850 0.995 0.400 0.000 1.300 1.300 3.000 2.918 8.6K0+015.60 2555.707 1.267 2554.440 2552.171 2552.871 2553.021 2554.040 2554.440 2554.440 2.269 0.850 1.019 0.400 0.000 1.300 1.300 3.000 2.949 8.8K0+018.60 2555.707 1.177 2554.530 2552.177 2552.877 2553.027 2554.130 2554.530 2554.530 2.353 0.850 1.103 0.400 0.000 1.300 1.300 3.000 3.059 9.0K0+021.60 2555.835 1.235 2554.600 2552.183 2552.883 2553.033 2554.200 2554.600 2554.600 2.417 0.850 1.167 0.400 0.000 1.300 1.300 3.000 3.142 9.3K0+024.60 2555.835 1.165 2554.670 2552.189 2552.889 2553.039 2554.270 2554.670 2554.670 2.481 0.850 1.231 0.400 0.000 1.300 1.300 3.000 3.225 9.6K0+027.60 2555.835 1.085 2554.750 2552.195 2552.895 2553.045 2554.350 2554.750 2554.750 2.555 0.850 1.305 0.400 0.000 1.300 1.300 3.000 3.321 9.8K0+030.60 2555.835 1.095 2554.740 2552.201 2552.901 2553.051 2554.340 2554.740 2554.740 2.539 0.850 1.289 0.400 0.000 1.300 1.300 3.000 3.300 9.9K0+033.60 2555.835 1.025 2554.810 2552.207 2552.907 2553.057 2554.410 2554.810 2554.810 2.603 0.850 1.353 0.400 0.000 1.300 1.300 3.000 3.384 10.0K0+036.60 2555.835 0.865 2554.970 2552.213 2552.913 2553.063 2554.570 2554.970 2554.970 2.757 0.850 1.507 0.400 0.000 1.300 1.300 3.000 3.584 10.5K0+039.60 2555.835 0.755 2555.080 2552.219 2552.919 2553.069 2554.680 2555.080 2555.080 2.861 0.850 1.611 0.400 0.000 1.300 1.300 3.000 3.719 11.0K0+042.60 2555.835 0.655 2555.180 2552.225 2552.925 2553.075 2554.780 2555.180 2555.180 2.955 0.850 1.705 0.400 0.000 1.300 1.300 3.000 3.841 11.3K0+045.60 2555.607 0.357 2555.250 2552.231 2552.931 2553.081 2554.850 2555.250 2555.250 3.019 0.850 1.769 0.400 0.000 1.300 1.300 3.000 3.924 11.6K0+048.60 2555.607 0.287 2555.320 2552.237 2552.937 2553.087 2554.920 2555.320 2555.320 3.083 0.850 1.833 0.400 0.000 1.300 1.300 3.000 4.008 11.9K0+051.60 2555.607 0.187 2555.420 2552.243 2552.943 2553.093 2555.020 2555.420 2555.420 3.177 0.850 1.927 0.400 0.000 1.300 1.300 3.000 4.130 12.2K0+054.60 2555.607 0.087 2555.520 2552.249 2552.949 2553.099 2555.120 2555.520 2555.520 3.271 0.850 2.021 0.400 0.000 1.300 1.300 3.000 4.252 12.6K0+057.60 2555.607 0.017 2555.590 2552.255 2552.955 2553.105 2555.190 2555.590 2555.590 3.335 0.850 2.085 0.400 0.000 1.300 1.300 3.000 4.335 12.9K0+060.60 2555.867 0.147 2555.720 2552.261 2552.961 2553.111 2555.320 2555.720 2555.720 3.459 0.850 2.209 0.400 0.000 1.300 1.300 3.000 4.496 13.2K0+063.60 2555.867 0.147 2555.720 2552.267 2552.967 2553.117 2555.320 2555.720 2555.720 3.453 0.850 2.203 0.400 0.000 1.300 1.300 3.000 4.489 13.5K0+066.60 2555.867 0.117 2555.750 2552.273 2552.973 2553.123 2555.350 2555.750 2555.750 3.477 0.850 2.227 0.400 0.000 1.300 1.300 3.000 4.520 13.5


2.737 236.2



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




133.2 8.5 65.4 236.2 326.0 59.2 126.4 199.0 34.0 51.1 0.0 0.0 236.2 326.0 358.0 85.0

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+020.00 K0+026.00 6.00 0.80 1.80 8.64 6.72 1.92 0.00K0+026.00 K0+039.70 13.70 1.00 1.80 24.66 19.18 5.48 0.00K0+039.70 K0+054.00 14.30 1.00 2.20 31.46 25.74 5.72 0.00K0+054.00 K0+064.00 10.00 1.00 2.50 25.00 21.00 4.00 0.00

0.00 0.00 0.00 0.00TOTAL 89.76 72.64 17.12 0.00







1


Long. Entre ejesTRAMO: SN 17-SN 16 Long efectiva de tubería








EXCAVACION ZANJA DE RED ALCANTARRILLADO PLUVIAL PZ ‐ 65 PZ 64

0.20% Ø 20"


DERRUMBES


2552.000

2552.500

2553.000

2553.500

2554.000

2554.500

2555.000

2555.500

2556.000

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo PZ 65‐PZ 64


PROYECTO:

31.2030.00




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2556.91 1.160 2555.750 2552.490 2553.190 2553.340 2555.350 2555.750 2555.750 3.260 0.850 2.010 0.400 0.000 1.300 1.300 4.238 Eje pozo SN 16K0+003.30 2556.91 1.140 2555.770 2552.513 2553.213 2553.363 2555.370 2555.770 2555.770 3.257 0.850 2.007 0.400 0.000 1.300 1.300 3.300 4.234 14.0K0+006.60 2556.91 1.110 2555.800 2552.536 2553.236 2553.386 2555.400 2555.800 2555.800 3.264 0.850 2.014 0.400 0.000 1.300 1.300 3.300 4.243 14.0K0+009.60 2556.91 1.070 2555.840 2552.557 2553.257 2553.407 2555.440 2555.840 2555.840 3.283 0.850 2.033 0.400 0.000 1.300 1.300 3.000 4.268 12.8K0+012.60 2556.91 1.060 2555.850 2552.578 2553.278 2553.428 2555.450 2555.850 2555.850 3.272 0.850 2.022 0.400 0.000 1.300 1.300 3.000 4.253 12.8K0+015.60 2556.91 1.040 2555.870 2552.599 2553.299 2553.449 2555.470 2555.870 2555.870 3.271 0.850 2.021 0.400 0.000 1.300 1.300 3.000 4.252 12.8K0+018.60 2556.91 1.030 2555.880 2552.620 2553.320 2553.470 2555.480 2555.880 2555.880 3.260 0.850 2.010 0.400 0.000 1.300 1.300 3.000 4.238 12.7K0+021.60 2556.91 1.020 2555.890 2552.641 2553.341 2553.491 2555.490 2555.890 2555.890 3.249 0.850 1.999 0.400 0.000 1.300 1.300 3.000 4.223 12.7K0+024.60 2556.91 1.010 2555.900 2552.662 2553.362 2553.512 2555.500 2555.900 2555.900 3.238 0.850 1.988 0.400 0.000 1.300 1.300 3.000 4.209 12.6K0+027.60 2556.91 0.980 2555.930 2552.683 2553.383 2553.533 2555.530 2555.930 2555.930 3.247 0.850 1.997 0.400 0.000 1.300 1.300 3.000 4.221 12.6K0+030.60 2556.91 0.968 2555.942 2552.704 2553.404 2553.554 2555.542 2555.942 2555.942 3.238 0.850 1.988 0.400 0.000 1.300 1.300 3.000 4.209 12.6K0+031.20 2556.91 0.968 2555.942 2552.708 2553.408 2553.558 2555.542 2555.942 2555.942 3.234 0.850 1.984 0.400 0.000 1.300 1.300 0.600 4.204 2.5

Eje pozo SN15

31.200

3.256 132.2



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




62.4 3.9 30.0 132.2 206.6 27.0 78.2 136.6 15.6 31.6 0.0 0.0 132.2 206.6 195.4 39.0

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+002.00 K0+010.00 8.00 2 1.8 28.80 22.40 6.40 0.00K0+015.00 K0+025.00 10.00 2.40 1.90 45.60 36.00 9.60 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 74.40 58.40 16.00 0.00








1Long. Entre ejes

TRAMO: Long efectiva de tubería






DERRUMBES

SN 16 - SN 15

EXCAVACION ZANJA DE RED ALCANTARRILLADO PLUVIAL SN 16 ‐ SN 15

0.70% Ø 20"





2552.000

2552.500

2553.000

2553.500

2554.000

2554.500

2555.000

2555.500

2556.000

2556.500

K0+000.00 K0+003.30 K0+006.60 K0+009.60 K0+012.60 K0+015.60 K0+018.60 K0+021.60 K0+024.60 K0+027.60 K0+030.60 K0+031.20

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo SN 16‐ SN 15


PROYECTO:

42.6041.40




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2556.812 0.870 2555.942 2552.710 2553.410 2553.560 2555.542 2555.942 2555.942 3.232 0.850 1.982 0.400 0.000 1.450 1.450 4.686 Eje pozo SN15K0+003.60 2556.812 0.850 2555.962 2552.724 2553.424 2553.574 2555.562 2555.962 2555.962 3.238 0.850 1.988 0.400 0.000 1.450 1.450 3.600 4.695 16.9K0+006.60 2556.812 0.830 2555.982 2552.736 2553.436 2553.586 2555.582 2555.982 2555.982 3.246 0.850 1.996 0.400 0.000 1.450 1.450 3.000 4.706 14.1K0+009.60 2556.812 0.820 2555.992 2552.748 2553.448 2553.598 2555.592 2555.992 2555.992 3.244 0.850 1.994 0.400 0.000 1.450 1.450 3.000 4.703 14.1K0+012.60 2556.812 0.840 2555.972 2552.760 2553.460 2553.610 2555.572 2555.972 2555.972 3.212 0.850 1.962 0.400 0.000 1.450 1.450 3.000 4.657 14.0K0+015.60 2556.812 0.860 2555.952 2552.772 2553.472 2553.622 2555.552 2555.952 2555.952 3.180 0.850 1.930 0.400 0.000 1.450 1.450 3.000 4.610 13.9K0+018.60 2556.812 0.860 2555.952 2552.784 2553.484 2553.634 2555.552 2555.952 2555.952 3.168 0.850 1.918 0.400 0.000 1.450 1.450 3.000 4.593 13.8K0+021.60 2556.812 0.890 2555.922 2552.796 2553.496 2553.646 2555.522 2555.922 2555.922 3.126 0.850 1.876 0.400 0.000 1.450 1.450 3.000 4.532 13.7K0+024.60 2556.812 0.900 2555.912 2552.808 2553.508 2553.658 2555.512 2555.912 2555.912 3.104 0.850 1.854 0.400 0.000 1.450 1.450 3.000 4.500 13.5K0+027.60 2556.812 0.930 2555.882 2552.820 2553.520 2553.670 2555.482 2555.882 2555.882 3.062 0.850 1.812 0.400 0.000 1.450 1.450 3.000 4.439 13.4K0+030.60 2556.812 0.950 2555.862 2552.832 2553.532 2553.682 2555.462 2555.862 2555.862 3.030 0.850 1.780 0.400 0.000 1.450 1.450 3.000 4.393 13.2K0+033.60 2556.812 0.940 2555.872 2552.844 2553.544 2553.694 2555.472 2555.872 2555.872 3.028 0.850 1.778 0.400 0.000 1.450 1.450 3.000 4.390 13.2K0+036.60 2556.812 0.980 2555.832 2552.856 2553.556 2553.706 2555.432 2555.832 2555.832 2.976 0.850 1.726 0.400 0.000 1.450 1.450 3.000 4.315 13.1K0+039.60 2556.812 0.970 2555.842 2552.868 2553.568 2553.718 2555.442 2555.842 2555.842 2.974 0.850 1.724 0.400 0.000 1.450 1.450 3.000 4.312 12.9K0+042.60 2556.812 0.970 2555.842 2552.880 2553.580 2553.730 2555.442 2555.842 2555.842 2.962 0.850 1.712 0.400 0.000 1.450 1.450 3.000 4.294 12.9

Eje pozo SN1442.600

3.118 192.8



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




85.2 6.0 41.4 192.8 269.8 42.7 112.2 175.0 24.0 38.1 0.0 0.0 192.8 269.8 258.2 60.0

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+000.00 K0+006.00 6.00 1.8 1.8 19.44 15.12 4.32 0.00K0+006.00 K0+011.00 5.00 0.9 1.8 8.10 6.30 1.80 0.00K0+017.00 K0+021.00 4.00 0.5 2.2 4.40 3.60 0.80 0.00K0+042.60 K0+048.60 6.00 3 2.5 45.00 37.80 7.20 0.00

TOTAL 76.94 62.82 14.12 0.00







1











0.40% Ø 20"


DERRUMBES


2552.000

2552.500

2553.000

2553.500

2554.000

2554.500

2555.000

2555.500

2556.000

2556.500

K0+000.00K0+003.60K0+006.60K0+009.60K0+012.60K0+015.60K0+018.60K0+021.60K0+024.60K0+027.60K0+030.60K0+033.60K0+036.60K0+039.60K0+042.60

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo SN 15‐SN 14


PROYECTO:

51.6050.40




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2556.812 1.080 2555.732 2552.880 2553.580 2553.730 2555.332 2555.732 2555.732 2.852 0.850 1.602 0.400 0.000 1.300 1.300 3.708 Eje pozo SN 14K0+003.30 2556.812 1.130 2555.682 2552.898 2553.598 2553.748 2555.282 2555.682 2555.682 2.784 0.850 1.534 0.400 0.000 1.300 1.300 3.300 3.619 12.1K0+006.60 2556.812 1.120 2555.692 2552.916 2553.616 2553.766 2555.292 2555.692 2555.692 2.776 0.850 1.526 0.400 0.000 1.300 1.300 3.300 3.608 11.9K0+009.60 2556.812 1.070 2555.742 2552.933 2553.633 2553.783 2555.342 2555.742 2555.742 2.809 0.850 1.559 0.400 0.000 1.300 1.300 3.000 3.652 10.9K0+012.60 2556.812 1.040 2555.772 2552.949 2553.649 2553.799 2555.372 2555.772 2555.772 2.823 0.850 1.573 0.400 0.000 1.300 1.300 3.000 3.670 11.0K0+015.60 2556.812 1.070 2555.742 2552.966 2553.666 2553.816 2555.342 2555.742 2555.742 2.776 0.850 1.526 0.400 0.000 1.300 1.300 3.000 3.609 10.9K0+018.60 2556.812 1.140 2555.672 2552.982 2553.682 2553.832 2555.272 2555.672 2555.672 2.690 0.850 1.440 0.400 0.000 1.300 1.300 3.000 3.497 10.7K0+021.60 2556.812 1.160 2555.652 2552.999 2553.699 2553.849 2555.252 2555.652 2555.652 2.653 0.850 1.403 0.400 0.000 1.300 1.300 3.000 3.449 10.4K0+024.60 2556.812 1.190 2555.622 2553.015 2553.715 2553.865 2555.222 2555.622 2555.622 2.607 0.850 1.357 0.400 0.000 1.300 1.300 3.000 3.389 10.3K0+027.60 2556.812 1.200 2555.612 2553.032 2553.732 2553.882 2555.212 2555.612 2555.612 2.580 0.850 1.330 0.400 0.000 1.300 1.300 3.000 3.354 10.1K0+030.60 2556.812 1.250 2555.562 2553.048 2553.748 2553.898 2555.162 2555.562 2555.562 2.514 0.850 1.264 0.400 0.000 1.300 1.300 3.000 3.268 9.9K0+033.60 2556.812 1.270 2555.542 2553.065 2553.765 2553.915 2555.142 2555.542 2555.542 2.477 0.850 1.227 0.400 0.000 1.300 1.300 3.000 3.220 9.7K0+036.60 2556.812 1.240 2555.572 2553.081 2553.781 2553.931 2555.172 2555.572 2555.572 2.491 0.850 1.241 0.400 0.000 1.300 1.300 3.000 3.238 9.7K0+039.60 2556.812 1.260 2555.552 2553.098 2553.798 2553.948 2555.152 2555.552 2555.552 2.454 0.850 1.204 0.400 0.000 1.300 1.300 3.000 3.190 9.6K0+042.60 2556.812 1.280 2555.532 2553.114 2553.814 2553.964 2555.132 2555.532 2555.532 2.418 0.850 1.168 0.400 0.000 1.300 1.300 3.000 3.143 9.5K0+045.60 2556.812 1.280 2555.532 2553.131 2553.831 2553.981 2555.132 2555.532 2555.532 2.401 0.850 1.151 0.400 0.000 1.300 1.300 3.000 3.122 9.4K0+048.60 2556.812 1.270 2555.542 2553.147 2553.847 2553.997 2555.142 2555.542 2555.542 2.395 0.850 1.145 0.400 0.000 1.300 1.300 3.000 3.113 9.4K0+051.60 2556.812 1.280 2555.532 2553.164 2553.864 2554.014 2555.132 2555.532 2555.532 2.368 0.850 1.118 0.400 0.000 1.300 1.300 3.000 3.079 9.3


2.604 174.8



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




103.2 6.6 50.4 174.8 285.2 45.6 88.7 181.1 26.2 44.2 0.0 0.0 174.8 285.2 262.5 65.5

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+020.00 K0+026.00 6.00 3 3 54.00 46.80 7.20 0.00K0+003.00 K0+018.00 15.00 1 2 30.00 24.00 6.00 0.00K0+036.00 K0+048.00 12.00 1 2.2 26.40 21.60 4.80 0.00

0.00 0.00 0.00 0.000.00 0.00 0.00 0.00

TOTAL 110.40 92.40 18.00 0.00







1











0.55% Ø 20"


DERRUMBES


2552.000

2552.500

2553.000

2553.500

2554.000

2554.500

2555.000

2555.500

2556.000

COTA

ABSCISADO TUBERIA



PROYECTO:

23.2022.00




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2556.812 1.319 2555.493 2553.510 2554.210 2554.360 2555.093 2555.493 2555.493 1.983 0.850 0.733 0.400 0.000 1.300 1.300 2.578 Eje pozo SN 13K0+003.30 2556.812 1.289 2555.523 2553.523 2554.223 2554.373 2555.123 2555.523 2555.523 2.000 0.850 0.750 0.400 0.000 1.300 1.300 3.300 2.600 8.5K0+006.60 2556.812 1.299 2555.513 2553.536 2554.236 2554.386 2555.113 2555.513 2555.513 1.977 0.850 0.727 0.400 0.000 1.300 1.300 3.300 2.570 8.5K0+009.60 2556.812 1.279 2555.533 2553.548 2554.248 2554.398 2555.133 2555.533 2555.533 1.985 0.850 0.735 0.400 0.000 1.300 1.300 3.000 2.580 7.7K0+012.60 2556.812 1.259 2555.553 2553.560 2554.260 2554.410 2555.153 2555.553 2555.553 1.993 0.850 0.743 0.400 0.000 1.300 1.300 3.000 2.590 7.8K0+015.60 2556.812 1.239 2555.573 2553.572 2554.272 2554.422 2555.173 2555.573 2555.573 2.001 0.850 0.751 0.400 0.000 1.300 1.300 3.000 2.601 7.8K0+018.60 2556.812 1.199 2555.613 2553.584 2554.284 2554.434 2555.213 2555.613 2555.613 2.029 0.850 0.779 0.400 0.000 1.300 1.300 3.000 2.637 7.9K0+020.90 2556.812 1.192 2555.620 2553.594 2554.294 2554.444 2555.220 2555.620 2555.620 2.026 0.850 0.776 0.400 0.000 1.300 1.300 2.300 2.634 6.1K0+023.20 2556.812 1.182 2555.630 2553.603 2554.303 2554.453 2555.230 2555.630 2555.630 2.027 0.850 0.777 0.400 0.000 1.300 1.300 2.300 2.635 6.1


2.002 60.3



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




46.4 2.9 22.0 60.3 129.5 19.8 21.5 73.8 11.4 28.3 0.0 0.0 60.3 129.5 88.1 28.6

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+006.00 K0+015.00 9.00 1.8 1.7 27.54 21.06 6.48 0.00K0+026.00 K0+039.70 13.70 1.9 1.6 41.65 31.24 10.41 0.00

0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

TOTAL 69.19 52.30 16.89 0.00







1











Ø 20"


0.40%

DERRUMBES


2552.000

2552.500

2553.000

2553.500

2554.000

2554.500

2555.000

2555.500

2556.000

K0+000.00 K0+003.30 K0+006.60 K0+009.60 K0+012.60 K0+015.60 K0+018.60 K0+020.90 K0+023.20

COTA

ABSCISADO TUBERIA



PROYECTO:

68.3067.10




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2556.663 1.040 2555.623 2553.640 2554.340 2554.490 2555.223 2555.623 2555.623 1.983 0.850 0.733 0.400 0.000 1.300 1.300 2.578 Eje pozo SN 12K0+003.30 2556.663 1.000 2555.663 2553.653 2554.353 2554.503 2555.263 2555.663 2555.663 2.010 0.850 0.760 0.400 0.000 1.300 1.300 3.300 2.613 8.6K0+006.60 2556.663 0.940 2555.723 2553.666 2554.366 2554.516 2555.323 2555.723 2555.723 2.057 0.850 0.807 0.400 0.000 1.300 1.300 3.300 2.674 8.7K0+009.60 2556.663 0.900 2555.763 2553.678 2554.378 2554.528 2555.363 2555.763 2555.763 2.085 0.850 0.835 0.400 0.000 1.300 1.300 3.000 2.710 8.1K0+012.60 2556.663 0.840 2555.823 2553.690 2554.390 2554.540 2555.423 2555.823 2555.823 2.133 0.850 0.883 0.400 0.000 1.300 1.300 3.000 2.772 8.2K0+015.60 2556.663 0.810 2555.853 2553.702 2554.402 2554.552 2555.453 2555.853 2555.853 2.151 0.850 0.901 0.400 0.000 1.300 1.300 3.000 2.796 8.4K0+018.60 2556.663 0.730 2555.933 2553.714 2554.414 2554.564 2555.533 2555.933 2555.933 2.219 0.850 0.969 0.400 0.000 1.300 1.300 3.000 2.884 8.5K0+021.60 2556.663 0.663 2556.000 2553.726 2554.426 2554.576 2555.600 2556.000 2556.000 2.274 0.850 1.024 0.400 0.000 1.300 1.300 3.000 2.956 8.8K0+024.60 2556.663 0.623 2556.040 2553.738 2554.438 2554.588 2555.640 2556.040 2556.040 2.302 0.850 1.052 0.400 0.000 1.300 1.300 3.000 2.992 8.9K0+027.60 2556.663 0.550 2556.113 2553.750 2554.450 2554.600 2555.713 2556.113 2556.113 2.363 0.850 1.113 0.400 0.000 1.300 1.300 3.000 3.071 9.1K0+030.60 2556.663 0.478 2556.185 2553.762 2554.462 2554.612 2555.785 2556.185 2556.185 2.423 0.850 1.173 0.400 0.000 1.300 1.300 3.000 3.149 9.3K0+033.60 2556.663 0.440 2556.223 2553.774 2554.474 2554.624 2555.823 2556.223 2556.223 2.449 0.850 1.199 0.400 0.000 1.300 1.300 3.000 3.183 9.5K0+036.60 2556.663 0.340 2556.323 2553.786 2554.486 2554.636 2555.923 2556.323 2556.323 2.537 0.850 1.287 0.400 0.000 1.300 1.300 3.000 3.298 9.7K0+039.60 2556.663 0.290 2556.373 2553.798 2554.498 2554.648 2555.973 2556.373 2556.373 2.575 0.850 1.325 0.400 0.000 1.300 1.300 3.000 3.347 10.0K0+042.60 2556.663 0.220 2556.443 2553.810 2554.510 2554.660 2556.043 2556.443 2556.443 2.633 0.850 1.383 0.400 0.000 1.300 1.300 3.000 3.422 10.2K0+045.60 2557.011 0.488 2556.523 2553.822 2554.522 2554.672 2556.123 2556.523 2556.523 2.701 0.850 1.451 0.400 0.000 1.300 1.300 3.000 3.511 10.4K0+048.60 2557.011 0.318 2556.693 2553.834 2554.534 2554.684 2556.293 2556.693 2556.693 2.859 0.850 1.609 0.400 0.000 1.300 1.300 3.000 3.716 10.8K0+051.60 2557.011 0.288 2556.723 2553.846 2554.546 2554.696 2556.323 2556.723 2556.723 2.877 0.850 1.627 0.400 0.000 1.300 1.300 3.000 3.740 11.2K0+054.60 2557.011 0.258 2556.753 2553.858 2554.558 2554.708 2556.353 2556.753 2556.753 2.895 0.850 1.645 0.400 0.000 1.300 1.300 3.000 3.763 11.3K0+057.60 2557.011 0.228 2556.783 2553.870 2554.570 2554.720 2556.383 2556.783 2556.783 2.913 0.850 1.663 0.400 0.000 1.300 1.300 3.000 3.786 11.3K0+060.60 2557.011 0.211 2556.800 2553.882 2554.582 2554.732 2556.400 2556.800 2556.800 2.918 0.850 1.668 0.400 0.000 1.300 1.300 3.000 3.793 11.4K0+063.60 2557.011 0.161 2556.850 2553.894 2554.594 2554.744 2556.450 2556.850 2556.850 2.956 0.850 1.706 0.400 0.000 1.300 1.300 3.000 3.842 11.5K0+066.60 2557.011 0.111 2556.900 2553.906 2554.606 2554.756 2556.500 2556.900 2556.900 2.994 0.850 1.744 0.400 0.000 1.300 1.300 3.000 3.892 11.6K0+068.30 2557.011 0.081 2556.930 2553.913 2554.613 2554.763 2556.530 2556.930 2556.930 3.017 0.850 1.767 0.400 0.000 1.300 1.300 1.700 3.922 6.6


2.513 222.0



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




136.6 8.7 67.1 222.0 222.0 60.7 110.2 110.2 34.9 34.9 0.0 0.0 222.0 222.0 337.3 87.2

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00

DERRUMBES



EXCAVACION ZANJA DE RED ALCANTARRILLADO PLUVIAL SN 12‐SN 11

0.40% Ø 20"












1





2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

COTA

ABSCISADO TUBERIA



PROYECTO:

7.906.70




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 58.068 0.971 2557.097 2553.920 2554.620 2554.770 2556.697 2557.097 2557.097 3.177 0.850 1.927 0.400 0.000 1.300 1.300 4.130 Eje pozo SN 11K0+003.00 58.068 0.954 2557.114 2553.926 2554.626 2554.776 2556.714 2557.114 2557.114 3.188 0.850 1.938 0.400 0.000 1.300 1.300 3.000 4.144 12.4K0+007.90 58.068 0.927 2557.141 2553.936 2554.636 2554.786 2556.741 2557.141 2557.141 3.205 0.850 1.955 0.400 0.000 1.300 1.300 4.900 4.167 20.4

Eje pozo SN 10A7.900

3.190 32.8



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




15.8 0.9 6.7 32.8 89.5 5.9 16.9 66.2 3.5 10.9 0.0 0.0 32.8 89.5 42.7 8.7

OBSERVACIONES


TOTAL 56.73 49.29 7.44 0.00

DERRUMBES




0.20% Ø 20"






Long. Entre ejesTRAMO: SN 11-SN 10A Long efectiva de tubería






1





2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

K0+000.00 K0+003.00 K0+007.90

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo SN 11‐SN 10A


PROYECTO:

59.9058.70




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2558.065 0.971 2557.094 2553.810 2554.640 2554.790 2556.694 2557.094 2557.094 3.284 0.980 1.904 0.400 0.000 1.300 1.300 4.269 Eje pozo SN10AK0+003.00 2558.065 0.954 2557.111 2553.822 2554.652 2554.802 2556.711 2557.111 2557.111 3.289 0.980 1.909 0.400 0.000 1.300 1.300 3.000 4.276 12.8K0+006.00 2558.065 0.927 2557.138 2553.833 2554.663 2554.813 2556.738 2557.138 2557.138 3.305 0.980 1.925 0.400 0.000 1.300 1.300 3.000 4.296 12.9K0+009.00 2558.065 0.857 2557.208 2553.845 2554.675 2554.825 2556.808 2557.208 2557.208 3.363 0.980 1.983 0.400 0.000 1.300 1.300 3.000 4.372 13.0K0+012.00 2558.065 0.851 2557.214 2553.857 2554.687 2554.837 2556.814 2557.214 2557.214 3.357 0.980 1.977 0.400 0.000 1.300 1.300 3.000 4.364 13.1K0+015.00 2558.030 0.825 2557.205 2553.869 2554.699 2554.849 2556.805 2557.205 2557.205 3.336 0.980 1.956 0.400 0.000 1.300 1.300 3.000 4.337 13.1K0+018.00 2558.030 0.814 2557.216 2553.880 2554.710 2554.860 2556.816 2557.216 2557.216 3.336 0.980 1.956 0.400 0.000 1.300 1.300 3.000 4.337 13.0K0+021.00 2558.030 0.801 2557.229 2553.892 2554.722 2554.872 2556.829 2557.229 2557.229 3.337 0.980 1.957 0.400 0.000 1.300 1.300 3.000 4.338 13.0K0+024.00 2558.030 0.803 2557.227 2553.904 2554.734 2554.884 2556.827 2557.227 2557.227 3.323 0.980 1.943 0.400 0.000 1.300 1.300 3.000 4.320 13.0K0+027.00 2558.798 1.554 2557.244 2553.915 2554.745 2554.895 2556.844 2557.244 2557.244 3.329 0.980 1.949 0.400 0.000 1.300 1.300 3.000 4.327 13.0K0+030.00 2558.798 1.527 2557.271 2553.927 2554.757 2554.907 2556.871 2557.271 2557.271 3.344 0.980 1.964 0.400 0.000 1.300 1.300 3.000 4.347 13.0K0+033.00 2558.798 1.543 2557.255 2553.939 2554.769 2554.919 2556.855 2557.255 2557.255 3.316 0.980 1.936 0.400 0.000 1.300 1.300 3.000 4.311 13.0K0+036.00 2558.798 1.559 2557.239 2553.950 2554.780 2554.930 2556.839 2557.239 2557.239 3.289 0.980 1.909 0.400 0.000 1.300 1.300 3.000 4.275 12.9K0+039.00 2558.798 1.515 2557.283 2553.962 2554.792 2554.942 2556.883 2557.283 2557.283 3.321 0.980 1.941 0.400 0.000 1.300 1.300 3.000 4.317 12.9K0+042.00 2558.798 1.509 2557.289 2553.974 2554.804 2554.954 2556.889 2557.289 2557.289 3.315 0.980 1.935 0.400 0.000 1.300 1.300 3.000 4.310 12.9K0+045.00 2558.660 1.378 2557.282 2553.986 2554.816 2554.966 2556.882 2557.282 2557.282 3.296 0.980 1.916 0.400 0.000 1.300 1.300 3.000 4.285 12.9K0+048.00 2558.660 1.378 2557.282 2553.997 2554.827 2554.977 2556.882 2557.282 2557.282 3.285 0.980 1.905 0.400 0.000 1.300 1.300 3.000 4.270 12.8K0+051.00 2558.660 1.378 2557.282 2554.009 2554.839 2554.989 2556.882 2557.282 2557.282 3.273 0.980 1.893 0.400 0.000 1.300 1.300 3.000 4.255 12.8K0+054.00 2558.660 1.354 2557.306 2554.021 2554.851 2555.001 2556.906 2557.306 2557.306 3.285 0.980 1.905 0.400 0.000 1.300 1.300 3.000 4.271 12.8K0+057.00 2558.660 1.274 2557.386 2554.032 2554.862 2555.012 2556.986 2557.386 2557.386 3.354 0.980 1.974 0.400 0.000 1.300 1.300 3.000 4.360 12.9K0+059.90 2558.660 1.225 2557.435 2554.044 2554.874 2555.024 2557.035 2557.435 2557.435 3.391 0.980 2.011 0.400 0.000 1.300 1.300 2.900 4.409 12.7

Eje pozo SN1059.900

3.320 258.5



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




119.8 7.6 58.7 258.5 258.5 56.1 148.1 148.1 30.5 30.5 0.0 0.0 258.5 258.5 389.8 76.3

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00

DERRUMBES



EXCAVACION ZANJA DE RED ALCANTARRILLADO PLUVIAL SN 10A‐SN10

0.4% Ø 20"






Long. Entre ejesTRAMO: SN 10A-SN 10 Long efectiva de tubería






1





2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo SN 10A‐SN 10


PROYECTO:

63.9062.70




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2558.66 1.272 2557.388 2554.080 2554.910 2555.060 2556.988 2557.388 2557.388 3.308 0.980 1.928 0.400 0.000 1.300 1.300 4.300 Eje pozo SN 10K0+003.00 2558.66 1.254 2557.406 2554.092 2554.922 2555.072 2557.006 2557.406 2557.406 3.314 0.980 1.934 0.400 0.000 1.300 1.300 3.000 4.308 12.9K0+006.00 2558.66 1.248 2557.412 2554.105 2554.935 2555.085 2557.012 2557.412 2557.412 3.307 0.980 1.927 0.400 0.000 1.300 1.300 3.000 4.300 12.9K0+009.00 2558.66 1.209 2557.451 2554.117 2554.947 2555.097 2557.051 2557.451 2557.451 3.334 0.980 1.954 0.400 0.000 1.300 1.300 3.000 4.334 13.0K0+012.00 2558.66 1.237 2557.423 2554.129 2554.959 2555.109 2557.023 2557.423 2557.423 3.294 0.980 1.914 0.400 0.000 1.300 1.300 3.000 4.282 12.9K0+015.00 2558.715 1.249 2557.466 2554.142 2554.972 2555.122 2557.066 2557.466 2557.466 3.325 0.980 1.945 0.400 0.000 1.300 1.300 3.000 4.322 12.9K0+018.00 2558.715 1.302 2557.413 2554.154 2554.984 2555.134 2557.013 2557.413 2557.413 3.259 0.980 1.879 0.400 0.000 1.300 1.300 3.000 4.237 12.8K0+021.00 2558.715 1.288 2557.427 2554.166 2554.996 2555.146 2557.027 2557.427 2557.427 3.261 0.980 1.881 0.400 0.000 1.300 1.300 3.000 4.239 12.7K0+024.00 2558.715 1.276 2557.439 2554.178 2555.008 2555.158 2557.039 2557.439 2557.439 3.261 0.980 1.881 0.400 0.000 1.300 1.300 3.000 4.239 12.7K0+027.00 2558.715 1.279 2557.436 2554.191 2555.021 2555.171 2557.036 2557.436 2557.436 3.245 0.980 1.865 0.400 0.000 1.300 1.300 3.000 4.219 12.7K0+030.00 2558.715 1.270 2557.445 2554.203 2555.033 2555.183 2557.045 2557.445 2557.445 3.242 0.980 1.862 0.400 0.000 1.300 1.300 3.000 4.215 12.7K0+033.00 2558.715 1.269 2557.446 2554.215 2555.045 2555.195 2557.046 2557.446 2557.446 3.231 0.980 1.851 0.400 0.000 1.300 1.300 3.000 4.200 12.6K0+036.00 2558.715 1.262 2557.453 2554.228 2555.058 2555.208 2557.053 2557.453 2557.453 3.225 0.980 1.845 0.400 0.000 1.300 1.300 3.000 4.193 12.6K0+039.00 2558.715 1.273 2557.442 2554.240 2555.070 2555.220 2557.042 2557.442 2557.442 3.202 0.980 1.822 0.400 0.000 1.300 1.300 3.000 4.163 12.5K0+042.00 2558.715 1.270 2557.445 2554.252 2555.082 2555.232 2557.045 2557.445 2557.445 3.193 0.980 1.813 0.400 0.000 1.300 1.300 3.000 4.151 12.5K0+045.00 2558.749 1.284 2557.465 2554.265 2555.095 2555.245 2557.065 2557.465 2557.465 3.201 0.980 1.821 0.400 0.000 1.300 1.300 3.000 4.161 12.5K0+048.00 2558.749 1.303 2557.446 2554.277 2555.107 2555.257 2557.046 2557.446 2557.446 3.169 0.980 1.789 0.400 0.000 1.300 1.300 3.000 4.120 12.4K0+051.00 2558.749 1.303 2557.446 2554.289 2555.119 2555.269 2557.046 2557.446 2557.446 3.157 0.980 1.777 0.400 0.000 1.300 1.300 3.000 4.104 12.3K0+054.00 2558.749 1.303 2557.446 2554.301 2555.131 2555.281 2557.046 2557.446 2557.446 3.145 0.980 1.765 0.400 0.000 1.300 1.300 3.000 4.088 12.3K0+057.00 2558.749 1.303 2557.446 2554.314 2555.144 2555.294 2557.046 2557.446 2557.446 3.132 0.980 1.752 0.400 0.000 1.300 1.300 3.000 4.072 12.2K0+060.00 2558.749 1.303 2557.446 2554.326 2555.156 2555.306 2557.046 2557.446 2557.446 3.120 0.980 1.740 0.400 0.000 1.300 1.300 3.000 4.056 12.2K0+063.00 2558.749 1.303 2557.446 2554.338 2555.168 2555.318 2557.046 2557.446 2557.446 3.108 0.980 1.728 0.400 0.000 1.300 1.300 3.000 4.040 12.1K0+063.90 2558.749 1.303 2557.446 2554.342 2555.172 2555.322 2557.046 2557.446 2557.446 3.104 0.980 1.724 0.400 0.000 1.300 1.300 0.900 4.035 3.6


3.223 268.1



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




127.8 8.2 62.7 268.1 268.1 60.0 150.2 150.2 32.6 32.6 0.0 0.0 268.1 268.1 404.2 81.5

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00

DERRUMBES




0.4% Ø 20"












1





2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

COTA

ABSCISADO TUBERIA



PROYECTO:

37.8036.60




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2558.734 1.194 2557.540 2555.090 2555.790 2555.940 2557.140 2557.540 2557.540 2.450 0.850 1.200 0.400 0.000 1.300 1.300 3.185 Eje pozo SN 9K0+000.60 2558.734 1.194 2557.540 2555.091 2555.791 2555.941 2557.140 2557.540 2557.540 2.449 0.850 1.199 0.400 0.000 1.300 1.300 0.600 3.183 1.9K0+003.60 2558.734 1.154 2557.580 2555.097 2555.797 2555.947 2557.180 2557.580 2557.580 2.483 0.850 1.233 0.400 0.000 1.300 1.300 3.000 3.228 9.6K0+006.60 2558.734 1.104 2557.630 2555.103 2555.803 2555.953 2557.230 2557.630 2557.630 2.527 0.850 1.277 0.400 0.000 1.300 1.300 3.000 3.285 9.8K0+009.60 2558.734 1.084 2557.650 2555.109 2555.809 2555.959 2557.250 2557.650 2557.650 2.541 0.850 1.291 0.400 0.000 1.300 1.300 3.000 3.303 9.9K0+012.60 2558.734 1.044 2557.690 2555.115 2555.815 2555.965 2557.290 2557.690 2557.690 2.575 0.850 1.325 0.400 0.000 1.300 1.300 3.000 3.347 10.0K0+015.60 2558.734 1.014 2557.720 2555.121 2555.821 2555.971 2557.320 2557.720 2557.720 2.599 0.850 1.349 0.400 0.000 1.300 1.300 3.000 3.378 10.1K0+018.60 2558.734 0.994 2557.740 2555.127 2555.827 2555.977 2557.340 2557.740 2557.740 2.613 0.850 1.363 0.400 0.000 1.300 1.300 3.000 3.397 10.2K0+021.60 2558.734 0.974 2557.760 2555.133 2555.833 2555.983 2557.360 2557.760 2557.760 2.627 0.850 1.377 0.400 0.000 1.300 1.300 3.000 3.415 10.2K0+024.60 2558.734 0.954 2557.780 2555.139 2555.839 2555.989 2557.380 2557.780 2557.780 2.641 0.850 1.391 0.400 0.000 1.300 1.300 3.000 3.433 10.3K0+027.60 2558.734 0.924 2557.810 2555.145 2555.845 2555.995 2557.410 2557.810 2557.810 2.665 0.850 1.415 0.400 0.000 1.300 1.300 3.000 3.464 10.3K0+030.60 2558.734 0.864 2557.870 2555.151 2555.851 2556.001 2557.470 2557.870 2557.870 2.719 0.850 1.469 0.400 0.000 1.300 1.300 3.000 3.534 10.5K0+033.60 2558.734 0.854 2557.880 2555.157 2555.857 2556.007 2557.480 2557.880 2557.880 2.723 0.850 1.473 0.400 0.000 1.300 1.300 3.000 3.540 10.6K0+037.80 2558.734 0.844 2557.890 2555.166 2555.866 2556.016 2557.490 2557.890 2557.890 2.724 0.850 1.474 0.400 0.000 1.300 1.300 4.200 3.542 14.9

Eje pozo SN 837.800

2.595 128.2



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




75.6 4.8 36.6 128.2 128.2 33.0 64.0 64.0 19.0 19.0 0.0 0.0 128.2 128.2 190.0 47.6

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASE0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

TOTAL 0.00 0.00 0.00 0.00







1











0.20% Ø 20"


DERRUMBES


2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

2560.000

K0+000.00 K0+000.60 K0+003.60 K0+006.60 K0+009.60 K0+012.60 K0+015.60 K0+018.60 K0+021.60 K0+024.60 K0+027.60 K0+030.60 K0+033.60 K0+037.80

COTA

ABSCISADO TUBERIA



PROYECTO:

70.3069.10




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2559.217 1.500 2557.717 2555.180 2555.880 2556.030 2557.317 2557.717 2557.717 2.537 0.850 1.287 0.400 0.000 1.300 1.300 3.298 Eje pozoSN 8K0+000.60 2559.217 1.465 2557.752 2555.181 2555.881 2556.031 2557.352 2557.752 2557.752 2.571 0.850 1.321 0.400 0.000 1.300 1.300 0.600 3.342 2.0K0+003.60 2559.217 1.460 2557.757 2555.187 2555.887 2556.037 2557.357 2557.757 2557.757 2.570 0.850 1.320 0.400 0.000 1.300 1.300 3.000 3.341 10.0K0+006.60 2559.217 1.440 2557.777 2555.193 2555.893 2556.043 2557.377 2557.777 2557.777 2.584 0.850 1.334 0.400 0.000 1.300 1.300 3.000 3.359 10.0K0+009.60 2559.217 1.420 2557.797 2555.199 2555.899 2556.049 2557.397 2557.797 2557.797 2.598 0.850 1.348 0.400 0.000 1.300 1.300 3.000 3.377 10.1K0+012.60 2559.217 1.380 2557.837 2555.205 2555.905 2556.055 2557.437 2557.837 2557.837 2.632 0.850 1.382 0.400 0.000 1.300 1.300 3.000 3.421 10.2K0+015.60 2559.217 1.370 2557.847 2555.211 2555.911 2556.061 2557.447 2557.847 2557.847 2.636 0.850 1.386 0.400 0.000 1.300 1.300 3.000 3.427 10.3K0+018.60 2559.217 1.370 2557.847 2555.217 2555.917 2556.067 2557.447 2557.847 2557.847 2.630 0.850 1.380 0.400 0.000 1.300 1.300 3.000 3.419 10.3K0+021.60 2559.217 1.340 2557.877 2555.223 2555.923 2556.073 2557.477 2557.877 2557.877 2.654 0.850 1.404 0.400 0.000 1.300 1.300 3.000 3.450 10.3K0+024.60 2559.217 1.330 2557.887 2555.229 2555.929 2556.079 2557.487 2557.887 2557.887 2.658 0.850 1.408 0.400 0.000 1.300 1.300 3.000 3.455 10.4K0+027.60 2559.217 1.310 2557.907 2555.235 2555.935 2556.085 2557.507 2557.907 2557.907 2.672 0.850 1.422 0.400 0.000 1.300 1.300 3.000 3.473 10.4K0+030.60 2559.217 1.290 2557.927 2555.241 2555.941 2556.091 2557.527 2557.927 2557.927 2.686 0.850 1.436 0.400 0.000 1.300 1.300 3.000 3.492 10.4K0+033.60 2559.217 1.270 2557.947 2555.247 2555.947 2556.097 2557.547 2557.947 2557.947 2.700 0.850 1.450 0.400 0.000 1.300 1.300 3.000 3.510 10.5K0+036.60 2559.217 1.260 2557.957 2555.253 2555.953 2556.103 2557.557 2557.957 2557.957 2.704 0.850 1.454 0.400 0.000 1.300 1.300 3.000 3.515 10.5K0+039.60 2559.217 1.240 2557.977 2555.259 2555.959 2556.109 2557.577 2557.977 2557.977 2.718 0.850 1.468 0.400 0.000 1.300 1.300 3.000 3.533 10.6K0+042.60 2559.217 1.220 2557.997 2555.265 2555.965 2556.115 2557.597 2557.997 2557.997 2.732 0.850 1.482 0.400 0.000 1.300 1.300 3.000 3.551 10.6K0+045.60 2559.217 1.180 2558.037 2555.271 2555.971 2556.121 2557.637 2558.037 2558.037 2.766 0.850 1.516 0.400 0.000 1.300 1.300 3.000 3.596 10.7K0+048.60 2559.217 1.190 2558.027 2555.277 2555.977 2556.127 2557.627 2558.027 2558.027 2.750 0.850 1.500 0.400 0.000 1.300 1.300 3.000 3.575 10.8K0+051.60 2559.217 1.190 2558.027 2555.283 2555.983 2556.133 2557.627 2558.027 2558.027 2.744 0.850 1.494 0.400 0.000 1.300 1.300 3.000 3.567 10.7K0+054.60 2559.217 1.140 2558.077 2555.289 2555.989 2556.139 2557.677 2558.077 2558.077 2.788 0.850 1.538 0.400 0.000 1.300 1.300 3.000 3.624 10.8K0+057.60 2559.217 1.120 2558.097 2555.295 2555.995 2556.145 2557.697 2558.097 2558.097 2.802 0.850 1.552 0.400 0.000 1.300 1.300 3.000 3.642 10.9K0+060.60 2559.217 1.100 2558.117 2555.301 2556.001 2556.151 2557.717 2558.117 2558.117 2.816 0.850 1.566 0.400 0.000 1.300 1.300 3.000 3.661 11.0K0+063.60 2559.217 1.070 2558.147 2555.307 2556.007 2556.157 2557.747 2558.147 2558.147 2.840 0.850 1.590 0.400 0.000 1.300 1.300 3.000 3.692 11.0K0+066.60 2559.217 1.050 2558.167 2555.313 2556.013 2556.163 2557.767 2558.167 2558.167 2.854 0.850 1.604 0.400 0.000 1.300 1.300 3.000 3.710 11.1K0+069.60 2559.217 1.020 2558.197 2555.319 2556.019 2556.169 2557.797 2558.197 2558.197 2.878 0.850 1.628 0.400 0.000 1.300 1.300 3.000 3.741 11.2K0+070.30 2559.217 0.990 2558.227 2555.321 2556.021 2556.171 2557.827 2558.227 2558.227 2.906 0.850 1.656 0.400 0.000 1.300 1.300 0.700 3.778 2.6

Eje pozo SN 6 70.300

2.709 247.4



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




140.6 9.0 69.1 247.4 247.4 62.6 131.0 131.0 35.9 35.9 0.0 0.0 247.4 247.4 374.3 89.8

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00






SECTOR: CARRERA 5 ENTRE CALLES 2 Y 3

1











0.20% Ø 20"


DERRUMBES


2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

2560.000

COTA

ABSCISADO TUBERIA



PROYECTO:

94.3593.15




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2559.415 1.220 2558.195 2555.370 2556.070 2556.220 2557.795 2558.195 2558.195 2.825 0.850 1.575 0.400 0.000 1.300 1.300 3.672 Eje pozo SN 6K0+003.00 2559.415 1.200 2558.215 2555.376 2556.076 2556.226 2557.815 2558.215 2558.215 2.839 0.850 1.589 0.400 0.000 1.300 1.300 3.000 3.691 11.0K0+006.00 2559.415 1.240 2558.175 2555.382 2556.082 2556.232 2557.775 2558.175 2558.175 2.793 0.850 1.543 0.400 0.000 1.300 1.300 3.000 3.631 11.0K0+009.00 2559.415 1.107 2558.308 2555.388 2556.088 2556.238 2557.908 2558.308 2558.308 2.920 0.850 1.670 0.400 0.000 1.300 1.300 3.000 3.796 11.1K0+012.00 2559.415 1.112 2558.303 2555.394 2556.094 2556.244 2557.903 2558.303 2558.303 2.909 0.850 1.659 0.400 0.000 1.300 1.300 3.000 3.782 11.4K0+015.00 2559.415 1.070 2558.345 2555.400 2556.100 2556.250 2557.945 2558.345 2558.345 2.945 0.850 1.695 0.400 0.000 1.300 1.300 3.000 3.829 11.4K0+018.00 2559.446 1.154 2558.292 2555.406 2556.106 2556.256 2557.892 2558.292 2558.292 2.886 0.850 1.636 0.400 0.000 1.300 1.300 3.000 3.752 11.4K0+021.00 2559.446 1.173 2558.273 2555.412 2556.112 2556.262 2557.873 2558.273 2558.273 2.861 0.850 1.611 0.400 0.000 1.300 1.300 3.000 3.719 11.2K0+024.00 2559.446 1.243 2558.203 2555.418 2556.118 2556.268 2557.803 2558.203 2558.203 2.785 0.850 1.535 0.400 0.000 1.300 1.300 3.000 3.621 11.0K0+027.00 2559.446 1.172 2558.274 2555.424 2556.124 2556.274 2557.874 2558.274 2558.274 2.850 0.850 1.600 0.400 0.000 1.300 1.300 3.000 3.705 11.0K0+030.00 2559.446 1.193 2558.253 2555.430 2556.130 2556.280 2557.853 2558.253 2558.253 2.823 0.850 1.573 0.400 0.000 1.300 1.300 3.000 3.670 11.1K0+033.00 2559.446 1.223 2558.223 2555.436 2556.136 2556.286 2557.823 2558.223 2558.223 2.787 0.850 1.537 0.400 0.000 1.300 1.300 3.000 3.623 10.9K0+036.00 2559.446 1.159 2558.287 2555.442 2556.142 2556.292 2557.887 2558.287 2558.287 2.845 0.850 1.595 0.400 0.000 1.300 1.300 3.000 3.699 11.0K0+039.00 2559.446 1.157 2558.289 2555.448 2556.148 2556.298 2557.889 2558.289 2558.289 2.841 0.850 1.591 0.400 0.000 1.300 1.300 3.000 3.693 11.1K0+042.00 2559.480 1.123 2558.357 2555.454 2556.154 2556.304 2557.957 2558.357 2558.357 2.903 0.850 1.653 0.400 0.000 1.300 1.300 3.000 3.774 11.2K0+045.00 2559.480 1.114 2558.366 2555.460 2556.160 2556.310 2557.966 2558.366 2558.366 2.906 0.850 1.656 0.400 0.000 1.300 1.300 3.000 3.778 11.3K0+048.00 2559.480 1.144 2558.336 2555.466 2556.166 2556.316 2557.936 2558.336 2558.336 2.870 0.850 1.620 0.400 0.000 1.300 1.300 3.000 3.731 11.3K0+051.00 2559.480 1.108 2558.372 2555.472 2556.172 2556.322 2557.972 2558.372 2558.372 2.900 0.850 1.650 0.400 0.000 1.300 1.300 3.000 3.770 11.3K0+054.00 2559.480 1.178 2558.302 2555.478 2556.178 2556.328 2557.902 2558.302 2558.302 2.824 0.850 1.574 0.400 0.000 1.300 1.300 3.000 3.671 11.2K0+057.00 2559.480 1.171 2558.309 2555.484 2556.184 2556.334 2557.909 2558.309 2558.309 2.825 0.850 1.575 0.400 0.000 1.300 1.300 3.000 3.673 11.0K0+060.00 2559.531 1.151 2558.380 2555.490 2556.190 2556.340 2557.980 2558.380 2558.380 2.890 0.850 1.640 0.400 0.000 1.300 1.300 3.000 3.757 11.1K0+063.00 2559.531 1.201 2558.330 2555.496 2556.196 2556.346 2557.930 2558.330 2558.330 2.834 0.850 1.584 0.400 0.000 1.300 1.300 3.000 3.684 11.2K0+066.00 2559.640 1.153 2558.487 2555.502 2556.202 2556.352 2558.087 2558.487 2558.487 2.985 0.850 1.735 0.400 0.000 1.300 1.300 3.000 3.881 11.3K0+069.00 2559.640 1.178 2558.462 2555.508 2556.208 2556.358 2558.062 2558.462 2558.462 2.954 0.850 1.704 0.400 0.000 1.300 1.300 3.000 3.840 11.6K0+072.00 2559.640 1.158 2558.482 2555.514 2556.214 2556.364 2558.082 2558.482 2558.482 2.968 0.850 1.718 0.400 0.000 1.300 1.300 3.000 3.858 11.5K0+075.00 2559.640 1.184 2558.456 2555.520 2556.220 2556.370 2558.056 2558.456 2558.456 2.936 0.850 1.686 0.400 0.000 1.300 1.300 3.000 3.817 11.5K0+078.00 2559.640 1.101 2558.539 2555.526 2556.226 2556.376 2558.139 2558.539 2558.539 3.013 0.850 1.763 0.400 0.000 1.300 1.300 3.000 3.917 11.6K0+081.00 2559.640 1.144 2558.496 2555.532 2556.232 2556.382 2558.096 2558.496 2558.496 2.964 0.850 1.714 0.400 0.000 1.300 1.300 3.000 3.853 11.7K0+084.00 2559.221 0.902 2558.319 2555.538 2556.238 2556.388 2557.919 2558.319 2558.319 2.781 0.850 1.531 0.400 0.000 1.300 1.300 3.000 3.615 11.2K0+087.00 2559.221 0.914 2558.307 2555.544 2556.244 2556.394 2557.907 2558.307 2558.307 2.763 0.850 1.513 0.400 0.000 1.300 1.300 3.000 3.592 10.8K0+090.00 2559.221 0.910 2558.311 2555.550 2556.250 2556.400 2557.911 2558.311 2558.311 2.761 0.850 1.511 0.400 0.000 1.300 1.300 3.000 3.589 10.8K0+094.35 2559.221 0.910 2558.311 2555.559 2556.259 2556.409 2557.911 2558.311 2558.311 2.752 0.850 1.502 0.400 0.000 1.300 1.300 4.350 3.578 15.6

Eje pozo SN494.350

2.867 351.7



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




188.7 12.1 93.2 351.7 351.7 84.4 195.8 195.8 48.4 48.4 0.0 0.0 351.7 351.7 534.1 121.1

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+000.00 K0+000.00 0.0 0 0 0.00 0.00 0.00 0.00K0+000.00 K0+000.00 0.0 0 0 0.00 0.00 0.00 0.00K0+000.00 K0+000.00 0.0 0 0 0.00 0.00 0.00 0.00K0+000.00 K0+000.00 0.0 0 0 0.00 0.00 0.00 0.00K0+000.00 K0+000.00 0.0 0 0 0.00 0.00 0.00 0.00

TOTAL 0.00 0.00 0.00 0.00

DERRUMBES




0.20% Ø 20"












1





2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

COTA

ABSCISADO TUBERIA



PROYECTO:

90.5089.30




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2560.349 2.039 2558.310 2555.370 2556.070 2556.220 2557.910 2558.310 2558.310 2.940 0.850 1.690 0.400 0.000 1.300 1.300 3.822 Eje pozo SN 4K0+003.50 2560.349 2.018 2558.331 2555.377 2556.077 2556.227 2557.931 2558.331 2558.331 2.954 0.850 1.704 0.400 0.000 1.300 1.300 3.500 3.841 13.4K0+006.50 2560.349 1.999 2558.350 2555.383 2556.083 2556.233 2557.950 2558.350 2558.350 2.967 0.850 1.717 0.400 0.000 1.300 1.300 3.000 3.857 11.5K0+009.50 2560.349 1.981 2558.368 2555.389 2556.089 2556.239 2557.968 2558.368 2558.368 2.979 0.850 1.729 0.400 0.000 1.300 1.300 3.000 3.873 11.6K0+012.50 2560.349 1.963 2558.386 2555.395 2556.095 2556.245 2557.986 2558.386 2558.386 2.991 0.850 1.741 0.400 0.000 1.300 1.300 3.000 3.889 11.6K0+015.50 2560.349 1.944 2558.405 2555.401 2556.101 2556.251 2558.005 2558.405 2558.405 3.004 0.850 1.754 0.400 0.000 1.300 1.300 3.000 3.905 11.7K0+018.50 2560.349 1.926 2558.423 2555.407 2556.107 2556.257 2558.023 2558.423 2558.423 3.016 0.850 1.766 0.400 0.000 1.300 1.300 3.000 3.921 11.7K0+021.50 2560.349 1.908 2558.441 2555.413 2556.113 2556.263 2558.041 2558.441 2558.441 3.028 0.850 1.778 0.400 0.000 1.300 1.300 3.000 3.937 11.8K0+024.50 2560.349 1.890 2558.459 2555.419 2556.119 2556.269 2558.059 2558.459 2558.459 3.040 0.850 1.790 0.400 0.000 1.300 1.300 3.000 3.953 11.8K0+027.50 2560.349 1.871 2558.478 2555.425 2556.125 2556.275 2558.078 2558.478 2558.478 3.053 0.850 1.803 0.400 0.000 1.300 1.300 3.000 3.969 11.9K0+030.50 2560.349 1.853 2558.496 2555.431 2556.131 2556.281 2558.096 2558.496 2558.496 3.065 0.850 1.815 0.400 0.000 1.300 1.300 3.000 3.985 11.9K0+033.50 2560.349 1.835 2558.514 2555.437 2556.137 2556.287 2558.114 2558.514 2558.514 3.077 0.850 1.827 0.400 0.000 1.300 1.300 3.000 4.001 12.0K0+036.50 2560.349 1.816 2558.533 2555.443 2556.143 2556.293 2558.133 2558.533 2558.533 3.090 0.850 1.840 0.400 0.000 1.300 1.300 3.000 4.017 12.0K0+039.50 2560.349 1.798 2558.551 2555.449 2556.149 2556.299 2558.151 2558.551 2558.551 3.102 0.850 1.852 0.400 0.000 1.300 1.300 3.000 4.033 12.1K0+042.50 2560.349 1.780 2558.569 2555.455 2556.155 2556.305 2558.169 2558.569 2558.569 3.114 0.850 1.864 0.400 0.000 1.300 1.300 3.000 4.049 12.1K0+045.50 2560.349 1.761 2558.588 2555.461 2556.161 2556.311 2558.188 2558.588 2558.588 3.127 0.850 1.877 0.400 0.000 1.300 1.300 3.000 4.065 12.2K0+048.50 2560.349 1.743 2558.606 2555.467 2556.167 2556.317 2558.206 2558.606 2558.606 3.139 0.850 1.889 0.400 0.000 1.300 1.300 3.000 4.081 12.2K0+051.50 2560.349 1.725 2558.624 2555.473 2556.173 2556.323 2558.224 2558.624 2558.624 3.151 0.850 1.901 0.400 0.000 1.300 1.300 3.000 4.096 12.3K0+054.50 2560.349 1.707 2558.642 2555.479 2556.179 2556.329 2558.242 2558.642 2558.642 3.163 0.850 1.913 0.400 0.000 1.300 1.300 3.000 4.112 12.3K0+057.50 2560.349 1.688 2558.661 2555.485 2556.185 2556.335 2558.261 2558.661 2558.661 3.176 0.850 1.926 0.400 0.000 1.300 1.300 3.000 4.128 12.4K0+060.50 2560.349 1.670 2558.679 2555.491 2556.191 2556.341 2558.279 2558.679 2558.679 3.188 0.850 1.938 0.400 0.000 1.300 1.300 3.000 4.144 12.4K0+063.50 2560.349 1.652 2558.697 2555.497 2556.197 2556.347 2558.297 2558.697 2558.697 3.200 0.850 1.950 0.400 0.000 1.300 1.300 3.000 4.160 12.5K0+066.50 2560.349 1.633 2558.716 2555.503 2556.203 2556.353 2558.316 2558.716 2558.716 3.213 0.850 1.963 0.400 0.000 1.300 1.300 3.000 4.176 12.5K0+069.50 2560.349 1.615 2558.734 2555.509 2556.209 2556.359 2558.334 2558.734 2558.734 3.225 0.850 1.975 0.400 0.000 1.300 1.300 3.000 4.192 12.6K0+072.50 2560.349 1.597 2558.752 2555.515 2556.215 2556.365 2558.352 2558.752 2558.752 3.237 0.850 1.987 0.400 0.000 1.300 1.300 3.000 4.208 12.6K0+075.50 2560.349 1.578 2558.771 2555.521 2556.221 2556.371 2558.371 2558.771 2558.771 3.250 0.850 2.000 0.400 0.000 1.300 1.300 3.000 4.224 12.6K0+078.50 2560.349 1.560 2558.789 2555.527 2556.227 2556.377 2558.389 2558.789 2558.789 3.262 0.850 2.012 0.400 0.000 1.300 1.300 3.000 4.240 12.7K0+081.50 2560.349 1.542 2558.807 2555.533 2556.233 2556.383 2558.407 2558.807 2558.807 3.274 0.850 2.024 0.400 0.000 1.300 1.300 3.000 4.256 12.7K0+084.50 2560.349 1.524 2558.825 2555.539 2556.239 2556.389 2558.425 2558.825 2558.825 3.286 0.850 2.036 0.400 0.000 1.300 1.300 3.000 4.272 12.8K0+087.50 2560.349 1.505 2558.844 2555.545 2556.245 2556.395 2558.444 2558.844 2558.844 3.299 0.850 2.049 0.400 0.000 1.300 1.300 3.000 4.288 12.8K0+090.50 2560.349 1.489 2558.860 2555.551 2556.251 2556.401 2558.460 2558.860 2558.860 3.309 0.850 2.059 0.400 0.000 1.300 1.300 3.000 4.302 12.9

Eje pozo SN 290.500

3.126 367.7



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




181.0 11.6 89.3 367.7 404.0 80.9 217.8 244.9 46.4 55.6 0.0 0.0 367.7 404.0 558.4 116.1

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+025.00 K0+030.00 5.00 0.85 1.5 6.38 4.68 1.70 0.00K0+030.00 K0+036.00 6.00 1.6 1.8 17.28 13.44 3.84 0.00K0+051.50 K0+069.50 18.00 0.5 1.4 12.60 9.00 3.60 0.00K0+000.00 K0+000.00 0.0 0 0 0.00 0.00 0.00 0.00K0+000.00 K0+000.00 0.0 0 0 0.00 0.00 0.00 0.00

TOTAL 36.26 27.12 9.14 0.00

DERRUMBES

0.20% Ø 20"















1





2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

2560.000

COTA

ABSCISADO TUBERIA



2. CARRERA 5 ALCANTARRILADO PLUVIAL

PROYECTO:

20.2019.00




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2555.984 1.388 2554.596 2552.555 2553.385 2553.535 2554.196 2554.596 2554.596 2.041 0.980 0.661 0.400 0.000 1.450 1.450 2.959 Eje pozo PZ 1431K0+003.00 2555.984 1.496 2554.488 2552.559 2553.389 2553.539 2554.088 2554.488 2554.488 1.929 0.980 0.549 0.400 0.000 1.450 1.450 3.000 2.798 8.6K0+006.30 2555.984 1.445 2554.539 2552.563 2553.393 2553.543 2554.139 2554.539 2554.539 1.976 0.980 0.596 0.400 0.000 1.450 1.450 3.300 2.866 9.3K0+009.30 2555.984 1.716 2554.268 2552.566 2553.396 2553.546 2553.868 2554.268 2554.268 1.702 0.980 0.322 0.400 0.000 1.450 1.450 3.000 2.468 8.0K0+012.60 2555.984 1.709 2554.275 2552.570 2553.400 2553.550 2553.875 2554.275 2554.275 1.705 0.980 0.325 0.400 0.000 1.450 1.450 3.300 2.472 8.2K0+015.60 2555.984 1.703 2554.281 2552.574 2553.404 2553.554 2553.881 2554.281 2554.281 1.707 0.980 0.327 0.400 0.000 1.450 1.450 3.000 2.476 7.4K0+018.90 2555.984 1.677 2554.307 2552.578 2553.408 2553.558 2553.907 2554.307 2554.307 1.729 0.980 0.349 0.400 0.000 1.450 1.450 3.300 2.508 8.2K0+020.20 2555.984 1.650 2554.334 2552.579 2553.409 2553.559 2553.934 2554.334 2554.334 1.755 0.980 0.375 0.400 0.000 1.450 1.450 1.300 2.544 3.3

Eje pozo PZ 6520.200

1.818 53.1



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




40.4 2.8 19.0 53.1 53.1 20.7 12.1 12.1 11.0 11.0 0.0 0.0 53.1 53.1 69.1 27.6

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00







1


Long. Entre ejesTRAMO: PZ 1431-PN 65 Long efectiva de tubería









0.12% Ø 24"


DERRUMBES


2552.000

2552.500

2553.000

2553.500

2554.000

2554.500

2555.000

0 3 6.3 9.3 12.6 15.6 18.9 20.2

COTA

ABSCISADO TUBERIA



PROYECTO:

63.6062.40




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2555.707 1.407 2554.300 2552.620 2553.450 2553.600 2553.900 2554.300 2554.300 1.680 0.980 0.300 0.400 0.000 1.450 1.450 2.436 Eje pozo PZ 65K0+003.30 2555.707 1.387 2554.320 2552.624 2553.454 2553.604 2553.920 2554.320 2554.320 1.696 0.980 0.316 0.400 0.000 1.450 1.450 3.300 2.459 8.1K0+006.60 2555.707 1.367 2554.340 2552.628 2553.458 2553.608 2553.940 2554.340 2554.340 1.712 0.980 0.332 0.400 0.000 1.450 1.450 3.300 2.483 8.2K0+009.60 2555.707 1.297 2554.410 2552.632 2553.462 2553.612 2554.010 2554.410 2554.410 1.778 0.980 0.398 0.400 0.000 1.450 1.450 3.000 2.579 7.6K0+012.60 2555.707 1.267 2554.440 2552.635 2553.465 2553.615 2554.040 2554.440 2554.440 1.805 0.980 0.425 0.400 0.000 1.450 1.450 3.000 2.617 7.8K0+015.60 2555.707 1.177 2554.530 2552.639 2553.469 2553.619 2554.130 2554.530 2554.530 1.891 0.980 0.511 0.400 0.000 1.450 1.450 3.000 2.742 8.0K0+018.60 2555.707 1.107 2554.600 2552.642 2553.472 2553.622 2554.200 2554.600 2554.600 1.958 0.980 0.578 0.400 0.000 1.450 1.450 3.000 2.839 8.4K0+021.60 2555.835 1.165 2554.670 2552.646 2553.476 2553.626 2554.270 2554.670 2554.670 2.024 0.980 0.644 0.400 0.000 1.450 1.450 3.000 2.935 8.7K0+024.60 2555.835 1.085 2554.750 2552.650 2553.480 2553.630 2554.350 2554.750 2554.750 2.100 0.980 0.720 0.400 0.000 1.450 1.450 3.000 3.046 9.0K0+027.60 2555.835 1.095 2554.740 2552.653 2553.483 2553.633 2554.340 2554.740 2554.740 2.087 0.980 0.707 0.400 0.000 1.450 1.450 3.000 3.026 9.1K0+030.60 2555.835 1.025 2554.810 2552.657 2553.487 2553.637 2554.410 2554.810 2554.810 2.153 0.980 0.773 0.400 0.000 1.450 1.450 3.000 3.122 9.2K0+033.60 2555.835 0.915 2554.920 2552.660 2553.490 2553.640 2554.520 2554.920 2554.920 2.260 0.980 0.880 0.400 0.000 1.450 1.450 3.000 3.277 9.6K0+036.60 2555.835 0.755 2555.080 2552.664 2553.494 2553.644 2554.680 2555.080 2555.080 2.416 0.980 1.036 0.400 0.000 1.450 1.450 3.000 3.503 10.2K0+039.60 2555.835 0.655 2555.180 2552.668 2553.498 2553.648 2554.780 2555.180 2555.180 2.512 0.980 1.132 0.400 0.000 1.450 1.450 3.000 3.643 10.7K0+042.60 2555.835 0.585 2555.250 2552.671 2553.501 2553.651 2554.850 2555.250 2555.250 2.579 0.980 1.199 0.400 0.000 1.450 1.450 3.000 3.739 11.1K0+045.60 2555.607 0.287 2555.320 2552.675 2553.505 2553.655 2554.920 2555.320 2555.320 2.645 0.980 1.265 0.400 0.000 1.450 1.450 3.000 3.836 11.4K0+048.60 2555.607 0.187 2555.420 2552.678 2553.508 2553.658 2555.020 2555.420 2555.420 2.742 0.980 1.362 0.400 0.000 1.450 1.450 3.000 3.975 11.7K0+051.60 2555.607 0.087 2555.520 2552.682 2553.512 2553.662 2555.120 2555.520 2555.520 2.838 0.980 1.458 0.400 0.000 1.450 1.450 3.000 4.115 12.1K0+054.60 2555.607 0.017 2555.590 2552.686 2553.516 2553.666 2555.190 2555.590 2555.590 2.904 0.980 1.524 0.400 0.000 1.450 1.450 3.000 4.211 12.5K0+057.60 2555.867 0.147 2555.720 2552.689 2553.519 2553.669 2555.320 2555.720 2555.720 3.031 0.980 1.651 0.400 0.000 1.450 1.450 3.000 4.395 12.9K0+060.60 2555.867 0.117 2555.750 2552.693 2553.523 2553.673 2555.350 2555.750 2555.750 3.057 0.980 1.677 0.400 0.000 1.450 1.450 3.000 4.433 13.2K0+063.60 2555.867 0.147 2555.720 2552.696 2553.526 2553.676 2555.320 2555.720 2555.720 3.024 0.980 1.644 0.400 0.000 1.450 1.450 3.000 4.384 13.2


2.313 212.6



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




127.2 9.0 62.4 212.6 272.5 68.8 84.4 131.5 36.2 49.1 0.0 0.0 212.6 272.5 288.7 90.5

OBSERVACIONES


TOTAL 59.91 47.01 12.90 0.00







1











0.12% Ø 24"


DERRUMBES


2552.000

2552.500

2553.000

2553.500

2554.000

2554.500

2555.000

2555.500

2556.000

COTA

ABSCISADO TUBERIA



PROYECTO:

13.5012.30




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2555.984 0.281 2555.703 2552.700 2553.530 2553.680 2555.303 2555.703 2555.703 3.003 0.980 1.623 0.400 0.000 1.450 1.450 4.354 Eje pozo PZ 64K0+003.30 2555.984 0.211 2555.773 2552.704 2553.534 2553.684 2555.373 2555.773 2555.773 3.069 0.980 1.689 0.400 0.000 1.450 1.450 3.300 4.450 14.5K0+006.60 2555.984 0.171 2555.813 2552.708 2553.538 2553.688 2555.413 2555.813 2555.813 3.105 0.980 1.725 0.400 0.000 1.450 1.450 3.300 4.502 14.8K0+009.60 2555.984 0.141 2555.843 2552.712 2553.542 2553.692 2555.443 2555.843 2555.843 3.131 0.980 1.751 0.400 0.000 1.450 1.450 3.000 4.541 13.6K0+012.60 2555.984 0.101 2555.883 2552.715 2553.545 2553.695 2555.483 2555.883 2555.883 3.168 0.980 1.788 0.400 0.000 1.450 1.450 3.000 4.593 13.7K0+013.50 2555.984 0.071 2555.913 2552.716 2553.546 2553.696 2555.513 2555.913 2555.913 3.197 0.980 1.817 0.400 0.000 1.450 1.450 0.900 4.635 4.2

Eje pozo PZ 63A

13.500

3.112 60.7



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




27.0 1.8 12.3 60.7 103.0 13.4 31.1 67.9 7.2 12.6 0.0 0.0 60.7 103.0 76.6 17.9

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+000.00 K0+013.00 13.00 1.05 3.1 42.32 36.86 5.46 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 42.32 36.86 5.46 0.00








1Long. Entre ejes







DERRUMBES

PZ 64 PN 63A


0.12% Ø 24"





2552.000

2552.500

2553.000

2553.500

2554.000

2554.500

2555.000

2555.500

2556.000

2556.500

K0+000.00 K0+003.30 K0+006.60 K0+009.60 K0+012.60 K0+013.50

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo PZ 64‐PZ 63A


PROYECTO:

98.1096.90




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2556.000 0.200 2555.800 2552.720 2553.550 2553.700 2555.400 2555.800 2555.800 3.080 0.980 1.700 0.400 0.000 1.450 1.450 4.466 Eje pozo PZ 63AK0+000.60 2556.000 0.200 2555.800 2552.721 2553.551 2553.701 2555.400 2555.800 2555.800 3.079 0.980 1.699 0.400 0.000 1.450 1.450 0.600 4.465 2.7K0+003.60 2556.000 0.110 2555.890 2552.724 2553.554 2553.704 2555.490 2555.890 2555.890 3.166 0.980 1.786 0.400 0.000 1.450 1.450 3.000 4.590 13.6K0+007.10 2556.000 0.120 2555.880 2552.729 2553.559 2553.709 2555.480 2555.880 2555.880 3.151 0.980 1.771 0.400 0.000 1.450 1.450 3.500 4.570 16.0K0+010.10 2556.000 0.190 2555.810 2552.732 2553.562 2553.712 2555.410 2555.810 2555.810 3.078 0.980 1.698 0.400 0.000 1.450 1.450 3.000 4.463 13.5K0+013.60 2556.000 0.160 2555.840 2552.736 2553.566 2553.716 2555.440 2555.840 2555.840 3.104 0.980 1.724 0.400 0.000 1.450 1.450 3.500 4.500 15.7K0+016.60 2556.000 0.150 2555.850 2552.740 2553.570 2553.720 2555.450 2555.850 2555.850 3.110 0.980 1.730 0.400 0.000 1.450 1.450 3.000 4.510 13.5K0+020.10 2556.000 0.150 2555.850 2552.744 2553.574 2553.724 2555.450 2555.850 2555.850 3.106 0.980 1.726 0.400 0.000 1.450 1.450 3.500 4.504 15.8K0+023.10 2556.000 0.150 2555.850 2552.748 2553.578 2553.728 2555.450 2555.850 2555.850 3.102 0.980 1.722 0.400 0.000 1.450 1.450 3.000 4.498 13.5K0+026.60 2556.000 0.150 2555.850 2552.752 2553.582 2553.732 2555.450 2555.850 2555.850 3.098 0.980 1.718 0.400 0.000 1.450 1.450 3.500 4.492 15.7K0+029.60 2556.000 0.130 2555.870 2552.756 2553.586 2553.736 2555.470 2555.870 2555.870 3.114 0.980 1.734 0.400 0.000 1.450 1.450 3.000 4.516 13.5K0+033.10 2556.000 0.090 2555.910 2552.760 2553.590 2553.740 2555.510 2555.910 2555.910 3.150 0.980 1.770 0.400 0.000 1.450 1.450 3.500 4.568 15.9K0+036.10 2556.000 0.120 2555.880 2552.763 2553.593 2553.743 2555.480 2555.880 2555.880 3.117 0.980 1.737 0.400 0.000 1.450 1.450 3.000 4.519 13.6K0+039.60 2556.000 0.160 2555.840 2552.768 2553.598 2553.748 2555.440 2555.840 2555.840 3.072 0.980 1.692 0.400 0.000 1.450 1.450 3.500 4.455 15.7K0+042.30 2556.000 0.160 2555.840 2552.771 2553.601 2553.751 2555.440 2555.840 2555.840 3.069 0.980 1.689 0.400 0.000 1.450 1.450 2.700 4.450 12.0K0+046.10 2556.000 0.170 2555.830 2552.775 2553.605 2553.755 2555.430 2555.830 2555.830 3.055 0.980 1.675 0.400 0.000 1.450 1.450 3.800 4.429 16.9K0+049.10 2556.000 0.180 2555.820 2552.779 2553.609 2553.759 2555.420 2555.820 2555.820 3.041 0.980 1.661 0.400 0.000 1.450 1.450 3.000 4.410 13.3K0+052.60 2556.000 0.190 2555.810 2552.783 2553.613 2553.763 2555.410 2555.810 2555.810 3.027 0.980 1.647 0.400 0.000 1.450 1.450 3.500 4.389 15.4K0+055.60 2556.000 0.200 2555.800 2552.787 2553.617 2553.767 2555.400 2555.800 2555.800 3.013 0.980 1.633 0.400 0.000 1.450 1.450 3.000 4.369 13.1K0+059.10 2556.000 0.210 2555.790 2552.791 2553.621 2553.771 2555.390 2555.790 2555.790 2.999 0.980 1.619 0.400 0.000 1.450 1.450 3.500 4.349 15.3K0+062.10 2556.000 0.250 2555.750 2552.795 2553.625 2553.775 2555.350 2555.750 2555.750 2.955 0.980 1.575 0.400 0.000 1.450 1.450 3.000 4.285 13.0K0+065.60 2556.000 0.300 2555.700 2552.799 2553.629 2553.779 2555.300 2555.700 2555.700 2.901 0.980 1.521 0.400 0.000 1.450 1.450 3.500 4.207 14.9K0+068.60 2556.000 0.320 2555.680 2552.802 2553.632 2553.782 2555.280 2555.680 2555.680 2.878 0.980 1.498 0.400 0.000 1.450 1.450 3.000 4.173 12.6K0+072.10 2556.000 0.400 2555.600 2552.807 2553.637 2553.787 2555.200 2555.600 2555.600 2.793 0.980 1.413 0.400 0.000 1.450 1.450 3.500 4.051 14.4K0+075.10 2556.000 0.440 2555.560 2552.810 2553.640 2553.790 2555.160 2555.560 2555.560 2.750 0.980 1.370 0.400 0.000 1.450 1.450 3.000 3.987 12.1K0+078.60 2556.000 0.410 2555.590 2552.814 2553.644 2553.794 2555.190 2555.590 2555.590 2.776 0.980 1.396 0.400 0.000 1.450 1.450 3.500 4.025 14.0K0+081.60 2556.000 0.390 2555.610 2552.818 2553.648 2553.798 2555.210 2555.610 2555.610 2.792 0.980 1.412 0.400 0.000 1.450 1.450 3.000 4.049 12.1K0+085.10 2556.000 0.400 2555.600 2552.822 2553.652 2553.802 2555.200 2555.600 2555.600 2.778 0.980 1.398 0.400 0.000 1.450 1.450 3.500 4.028 14.1K0+088.10 2556.000 0.430 2555.570 2552.826 2553.656 2553.806 2555.170 2555.570 2555.570 2.744 0.980 1.364 0.400 0.000 1.450 1.450 3.000 3.979 12.0K0+091.60 2556.000 0.450 2555.550 2552.830 2553.660 2553.810 2555.150 2555.550 2555.550 2.720 0.980 1.340 0.400 0.000 1.450 1.450 3.500 3.944 13.9K0+094.60 2556.000 0.450 2555.550 2552.834 2553.664 2553.814 2555.150 2555.550 2555.550 2.716 0.980 1.336 0.400 0.000 1.450 1.450 3.000 3.939 11.8K0+098.10 2556.000 0.450 2555.550 2552.838 2553.668 2553.818 2555.150 2555.550 2555.550 2.712 0.980 1.332 0.400 0.000 1.450 1.450 3.500 3.933 13.8


2.977 423.3



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




196.2 14.1 96.9 423.3 474.7 107.1 224.3 265.4 56.2 66.5 0.0 0.0 423.3 474.7 576.9 140.5

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+000.00 K0+007.00 7.00 1 2.5 17.50 14.70 2.80 0.00K0+049.10 K0+055.60 6.50 1.5 2 19.50 15.60 3.90 0.00K0+072.00 K0+081.00 9.00 1 1.6 14.40 10.80 3.60 0.00

TOTAL 51.40 41.10 10.30 0.00







1


Long. Entre ejesTRAMO: PZ 63A-PN 63 Long efectiva de tubería








EXCAVACION ZANJA DE RED ALCANTARRILLADO PLUVIAL PZ ‐ 63A PZ 63

0.12% Ø 24"


DERRUMBES


2552.000

2552.500

2553.000

2553.500

2554.000

2554.500

2555.000

2555.500

2556.000

2556.500CO

TA

ABSCISADO TUBERIA

Esquema Perfil Tramo PZ 63A‐PZ 63


PROYECTO:

101.30100.10




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2556.867 1.391 2555.476 2552.840 2553.670 2553.820 2555.076 2555.476 2555.476 2.636 0.980 1.256 0.400 0.000 1.450 1.450 3.822 Eje pozo PZ 63K0+003.00 2556.867 1.391 2555.476 2552.845 2553.675 2553.825 2555.076 2555.476 2555.476 2.631 0.980 1.251 0.400 0.000 1.450 1.450 3.000 3.816 11.5K0+006.60 2556.867 1.367 2555.500 2552.850 2553.680 2553.830 2555.100 2555.500 2555.500 2.650 0.980 1.270 0.400 0.000 1.450 1.450 3.600 3.843 13.8K0+009.60 2556.867 1.351 2555.516 2552.854 2553.684 2553.834 2555.116 2555.516 2555.516 2.662 0.980 1.282 0.400 0.000 1.450 1.450 3.000 3.859 11.6K0+013.10 2556.867 1.321 2555.546 2552.860 2553.690 2553.840 2555.146 2555.546 2555.546 2.686 0.980 1.306 0.400 0.000 1.450 1.450 3.500 3.895 13.6K0+016.10 2556.867 1.301 2555.566 2552.864 2553.694 2553.844 2555.166 2555.566 2555.566 2.702 0.980 1.322 0.400 0.000 1.450 1.450 3.000 3.918 11.7K0+019.60 2556.867 1.271 2555.596 2552.869 2553.699 2553.849 2555.196 2555.596 2555.596 2.727 0.980 1.347 0.400 0.000 1.450 1.450 3.500 3.954 13.8K0+022.60 2556.867 1.257 2555.610 2552.874 2553.704 2553.854 2555.210 2555.610 2555.610 2.736 0.980 1.356 0.400 0.000 1.450 1.450 3.000 3.967 11.9K0+026.10 2556.867 1.241 2555.626 2552.879 2553.709 2553.859 2555.226 2555.626 2555.626 2.747 0.980 1.367 0.400 0.000 1.450 1.450 3.500 3.983 13.9K0+029.10 2556.867 1.171 2555.696 2552.884 2553.714 2553.864 2555.296 2555.696 2555.696 2.812 0.980 1.432 0.400 0.000 1.450 1.450 3.000 4.078 12.1K0+032.60 2556.867 1.121 2555.746 2552.889 2553.719 2553.869 2555.346 2555.746 2555.746 2.857 0.980 1.477 0.400 0.000 1.450 1.450 3.500 4.143 14.4K0+035.60 2556.867 1.071 2555.796 2552.893 2553.723 2553.873 2555.396 2555.796 2555.796 2.903 0.980 1.523 0.400 0.000 1.450 1.450 3.000 4.209 12.5K0+039.10 2556.867 1.021 2555.846 2552.899 2553.729 2553.879 2555.446 2555.846 2555.846 2.947 0.980 1.567 0.400 0.000 1.450 1.450 3.500 4.274 14.8K0+042.10 2556.867 0.991 2555.876 2552.903 2553.733 2553.883 2555.476 2555.876 2555.876 2.973 0.980 1.593 0.400 0.000 1.450 1.450 3.000 4.311 12.9K0+045.60 2556.867 0.901 2555.966 2552.908 2553.738 2553.888 2555.566 2555.966 2555.966 3.058 0.980 1.678 0.400 0.000 1.450 1.450 3.500 4.434 15.3K0+048.60 2556.867 0.851 2556.016 2552.913 2553.743 2553.893 2555.616 2556.016 2556.016 3.103 0.980 1.723 0.400 0.000 1.450 1.450 3.000 4.499 13.4K0+052.10 2556.867 0.831 2556.036 2552.918 2553.748 2553.898 2555.636 2556.036 2556.036 3.118 0.980 1.738 0.400 0.000 1.450 1.450 3.500 4.521 15.8K0+055.10 2556.867 0.811 2556.056 2552.923 2553.753 2553.903 2555.656 2556.056 2556.056 3.133 0.980 1.753 0.400 0.000 1.450 1.450 3.000 4.543 13.6K0+058.60 2556.867 0.791 2556.076 2552.928 2553.758 2553.908 2555.676 2556.076 2556.076 3.148 0.980 1.768 0.400 0.000 1.450 1.450 3.500 4.565 15.9K0+061.60 2556.867 0.771 2556.096 2552.932 2553.762 2553.912 2555.696 2556.096 2556.096 3.164 0.980 1.784 0.400 0.000 1.450 1.450 3.000 4.587 13.7K0+065.10 2556.867 0.621 2556.246 2552.938 2553.768 2553.918 2555.846 2556.246 2556.246 3.308 0.980 1.928 0.400 0.000 1.450 1.450 3.500 4.797 16.4K0+068.10 2556.867 0.491 2556.376 2552.942 2553.772 2553.922 2555.976 2556.376 2556.376 3.434 0.980 2.054 0.400 0.000 1.450 1.450 3.000 4.979 14.7K0+071.60 2556.867 0.436 2556.431 2552.947 2553.777 2553.927 2556.031 2556.431 2556.431 3.484 0.980 2.104 0.400 0.000 1.450 1.450 3.500 5.051 17.6K0+074.60 2556.867 0.371 2556.496 2552.952 2553.782 2553.932 2556.096 2556.496 2556.496 3.544 0.980 2.164 0.400 0.000 1.450 1.450 3.000 5.139 15.3K0+078.10 2556.867 0.311 2556.556 2552.957 2553.787 2553.937 2556.156 2556.556 2556.556 3.599 0.980 2.219 0.400 0.000 1.450 1.450 3.500 5.218 18.1K0+081.10 2556.867 0.191 2556.676 2552.962 2553.792 2553.942 2556.276 2556.676 2556.676 3.714 0.980 2.334 0.400 0.000 1.450 1.450 3.000 5.386 15.9K0+084.60 2556.867 0.101 2556.766 2552.967 2553.797 2553.947 2556.366 2556.766 2556.766 3.799 0.980 2.419 0.400 0.000 1.450 1.450 3.500 5.509 19.1K0+087.60 2557.110 0.264 2556.846 2552.971 2553.801 2553.951 2556.446 2556.846 2556.846 3.875 0.980 2.495 0.400 0.000 1.450 1.450 3.000 5.618 16.7K0+091.10 2557.110 0.224 2556.886 2552.977 2553.807 2553.957 2556.486 2556.886 2556.886 3.909 0.980 2.529 0.400 0.000 1.450 1.450 3.500 5.669 19.8K0+094.10 2557.110 0.144 2556.966 2552.981 2553.811 2553.961 2556.566 2556.966 2556.966 3.985 0.980 2.605 0.400 0.000 1.450 1.450 3.000 5.778 17.2K0+097.60 2557.110 0.084 2557.026 2552.986 2553.816 2553.966 2556.626 2557.026 2557.026 4.040 0.980 2.660 0.400 0.000 1.450 1.450 3.500 5.857 20.4K0+101.30 2557.110 0.014 2557.096 2552.992 2553.822 2553.972 2556.696 2557.096 2557.096 4.104 0.980 2.724 0.400 0.000 1.450 1.450 3.700 5.951 21.8


3.193 469.0



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




202.6 14.5 100.1 469.0 655.1 110.7 263.2 406.0 58.1 101.3 0.0 0.0 469.0 655.1 639.3 145.1

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+016.10 K0+022.60 6.5 1.8 0.5 5.85 1.17 4.68 0.00K0+062.00 K0+072.00 10.0 1.15 2.5 28.75 24.15 4.60 0.00K0+072.00 K0+084.60 12.6 3.4 1.8 77.11 59.98 17.14 0.00K0+084.60 K0+097.60 13.0 2.25 1 29.25 17.55 11.70 0.00K0+097.00 K0+101.30 4.3 3 3.5 45.15 39.99 5.16 0.00

TOTAL 186.11 142.84 43.28 0.00







1











0.15% Ø 24"


DERRUMBES


2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

COTA

ABSCISADO TUBERIA



PROYECTO:

26.2025.00




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2557.593 0.503 2557.090 2553.000 2553.830 2553.980 2556.690 2557.090 2557.090 4.090 0.980 2.710 0.400 0.000 1.450 1.450 5.931 Eje pozo PZ 62K0+003.00 2557.593 0.473 2557.120 2553.005 2553.835 2553.985 2556.720 2557.120 2557.120 4.115 0.980 2.735 0.400 0.000 1.450 1.450 3.000 5.967 17.8K0+006.60 2557.593 0.437 2557.156 2553.010 2553.840 2553.990 2556.756 2557.156 2557.156 4.146 0.980 2.766 0.400 0.000 1.450 1.450 3.600 6.012 21.6K0+009.60 2557.593 0.407 2557.186 2553.014 2553.844 2553.994 2556.786 2557.186 2557.186 4.172 0.980 2.792 0.400 0.000 1.450 1.450 3.000 6.049 18.1K0+013.10 2557.593 0.372 2557.221 2553.020 2553.850 2554.000 2556.821 2557.221 2557.221 4.201 0.980 2.821 0.400 0.000 1.450 1.450 3.500 6.092 21.2K0+016.10 2557.593 0.342 2557.251 2553.024 2553.854 2554.004 2556.851 2557.251 2557.251 4.227 0.980 2.847 0.400 0.000 1.450 1.450 3.000 6.129 18.3K0+019.60 2557.593 0.307 2557.286 2553.029 2553.859 2554.009 2556.886 2557.286 2557.286 4.257 0.980 2.877 0.400 0.000 1.450 1.450 3.500 6.172 21.5K0+022.60 2557.593 0.275 2557.318 2553.034 2553.864 2554.014 2556.918 2557.318 2557.318 4.284 0.980 2.904 0.400 0.000 1.450 1.450 3.000 6.212 18.6K0+026.20 2557.593 0.193 2557.400 2553.039 2553.869 2554.019 2557.000 2557.400 2557.400 4.361 0.980 2.981 0.400 0.000 1.450 1.450 3.600 6.323 22.6

Eje pozo PZ 61A26.200

4.206 159.7



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




52.4 3.6 25.0 159.7 159.7 27.4 102.4 102.4 14.5 14.5 0.0 0.0 159.7 159.7 210.3 36.3

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00







1


Long. Entre ejesTRAMO: PZ 62-PN 61A Long efectiva de tubería








EXCAVACION ZANJA DE RED ALCANTARRILLADO PLUVIAL PZ ‐ 62 PZ 61A

Ø 24"


0.15%

DERRUMBES


2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

K0+000.00 K0+003.00 K0+006.60 K0+009.60 K0+013.10 K0+016.10 K0+019.60 K0+022.60 K0+026.20

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo PZ 62‐PZ 61A


PROYECTO:

57.8056.60




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2558.147 0.747 2557.400 2553.040 2553.870 2554.020 2557.000 2557.400 2557.400 4.360 0.980 2.980 0.400 0.000 1.300 1.300 5.668 Eje pozo PZ 61AK0+003.00 2558.147 0.752 2557.395 2553.060 2553.890 2554.040 2556.995 2557.395 2557.395 4.335 0.980 2.955 0.400 0.000 1.300 1.300 3.000 5.635 17.0K0+006.00 2558.147 0.757 2557.390 2553.080 2553.910 2554.060 2556.990 2557.390 2557.390 4.310 0.980 2.930 0.400 0.000 1.300 1.300 3.000 5.602 16.9K0+009.00 2558.147 0.762 2557.385 2553.100 2553.930 2554.080 2556.985 2557.385 2557.385 4.284 0.980 2.904 0.400 0.000 1.300 1.300 3.000 5.570 16.8K0+012.00 2558.147 0.767 2557.380 2553.120 2553.950 2554.100 2556.980 2557.380 2557.380 4.259 0.980 2.879 0.400 0.000 1.300 1.300 3.000 5.537 16.7K0+015.00 2558.147 0.772 2557.375 2553.141 2553.971 2554.121 2556.975 2557.375 2557.375 4.234 0.980 2.854 0.400 0.000 1.300 1.300 3.000 5.504 16.6K0+018.00 2558.147 0.778 2557.369 2553.161 2553.991 2554.141 2556.969 2557.369 2557.369 4.209 0.980 2.829 0.400 0.000 1.300 1.300 3.000 5.471 16.5K0+021.00 2558.147 0.783 2557.364 2553.181 2554.011 2554.161 2556.964 2557.364 2557.364 4.184 0.980 2.804 0.400 0.000 1.300 1.300 3.000 5.439 16.4K0+024.00 2558.147 0.788 2557.359 2553.201 2554.031 2554.181 2556.959 2557.359 2557.359 4.158 0.980 2.778 0.400 0.000 1.300 1.300 3.000 5.406 16.3K0+027.00 2558.147 0.793 2557.354 2553.221 2554.051 2554.201 2556.954 2557.354 2557.354 4.133 0.980 2.753 0.400 0.000 1.300 1.300 3.000 5.373 16.2K0+030.00 2558.147 0.798 2557.349 2553.241 2554.071 2554.221 2556.949 2557.349 2557.349 4.108 0.980 2.728 0.400 0.000 1.300 1.300 3.000 5.340 16.1K0+033.00 2558.147 0.803 2557.344 2553.261 2554.091 2554.241 2556.944 2557.344 2557.344 4.083 0.980 2.703 0.400 0.000 1.300 1.300 3.000 5.308 16.0K0+036.00 2558.147 0.808 2557.339 2553.281 2554.111 2554.261 2556.939 2557.339 2557.339 4.058 0.980 2.678 0.400 0.000 1.300 1.300 3.000 5.275 15.9K0+039.00 2558.147 0.813 2557.334 2553.301 2554.131 2554.281 2556.934 2557.334 2557.334 4.032 0.980 2.652 0.400 0.000 1.300 1.300 3.000 5.242 15.8K0+042.00 2558.147 0.818 2557.329 2553.321 2554.151 2554.301 2556.929 2557.329 2557.329 4.007 0.980 2.627 0.400 0.000 1.300 1.300 3.000 5.209 15.7K0+045.00 2558.147 0.823 2557.324 2553.342 2554.172 2554.322 2556.924 2557.324 2557.324 3.982 0.980 2.602 0.400 0.000 1.300 1.300 3.000 5.177 15.6K0+048.00 2558.147 0.829 2557.318 2553.362 2554.192 2554.342 2556.918 2557.318 2557.318 3.957 0.980 2.577 0.400 0.000 1.300 1.300 3.000 5.144 15.5K0+051.00 2558.147 0.834 2557.313 2553.382 2554.212 2554.362 2556.913 2557.313 2557.313 3.932 0.980 2.552 0.400 0.000 1.300 1.300 3.000 5.111 15.4K0+054.00 2558.147 0.839 2557.308 2553.402 2554.232 2554.382 2556.908 2557.308 2557.308 3.906 0.980 2.526 0.400 0.000 1.300 1.300 3.000 5.078 15.3K0+057.00 2558.147 0.844 2557.303 2553.422 2554.252 2554.402 2556.903 2557.303 2557.303 3.881 0.980 2.501 0.400 0.000 1.300 1.300 3.000 5.046 15.2K0+057.80 2558.147 0.847 2557.300 2553.427 2554.257 2554.407 2556.900 2557.300 2557.300 3.873 0.980 2.493 0.400 0.000 1.300 1.300 0.800 5.035 4.0


4.109 309.4



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




115.6 7.4 56.6 309.4 309.4 54.1 200.8 200.8 29.4 29.4 0.0 0.0 309.4 309.4 465.1 73.6

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00

DERRUMBES



EXCAVACION ZANJA DE RED ALCANTARRILLADO PLUVIAL PZ ‐ 61A PZ 60

0.67% Ø 20"






Long. Entre ejesTRAMO: PZ 61A-PN 60 Long efectiva de tubería






1





2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo PZ 61A‐PZ 60


PROYECTO:

46.7045.50




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2558.672 1.372 2557.300 2553.440 2554.270 2554.420 2556.900 2557.300 2557.300 3.860 0.980 2.480 0.400 0.000 1.300 1.300 5.018 Eje pozo PZ 60K0+003.00 2558.672 1.369 2557.303 2553.457 2554.287 2554.437 2556.903 2557.303 2557.303 3.846 0.980 2.466 0.400 0.000 1.300 1.300 3.000 5.000 15.0K0+006.00 2558.672 1.366 2557.306 2553.474 2554.304 2554.454 2556.906 2557.306 2557.306 3.832 0.980 2.452 0.400 0.000 1.300 1.300 3.000 4.981 15.0K0+009.00 2558.672 1.363 2557.309 2553.491 2554.321 2554.471 2556.909 2557.309 2557.309 3.818 0.980 2.438 0.400 0.000 1.300 1.300 3.000 4.963 14.9K0+012.00 2558.672 1.360 2557.312 2553.508 2554.338 2554.488 2556.912 2557.312 2557.312 3.804 0.980 2.424 0.400 0.000 1.300 1.300 3.000 4.945 14.9K0+015.00 2558.672 1.357 2557.315 2553.526 2554.356 2554.506 2556.915 2557.315 2557.315 3.790 0.980 2.410 0.400 0.000 1.300 1.300 3.000 4.926 14.8K0+018.00 2558.672 1.354 2557.318 2553.543 2554.373 2554.523 2556.918 2557.318 2557.318 3.775 0.980 2.395 0.400 0.000 1.300 1.300 3.000 4.908 14.8K0+021.00 2558.672 1.351 2557.321 2553.560 2554.390 2554.540 2556.921 2557.321 2557.321 3.761 0.980 2.381 0.400 0.000 1.300 1.300 3.000 4.890 14.7K0+024.00 2558.672 1.348 2557.324 2553.577 2554.407 2554.557 2556.924 2557.324 2557.324 3.747 0.980 2.367 0.400 0.000 1.300 1.300 3.000 4.871 14.6K0+027.00 2558.672 1.345 2557.327 2553.594 2554.424 2554.574 2556.927 2557.327 2557.327 3.733 0.980 2.353 0.400 0.000 1.300 1.300 3.000 4.853 14.6K0+030.00 2558.672 1.342 2557.330 2553.611 2554.441 2554.591 2556.930 2557.330 2557.330 3.719 0.980 2.339 0.400 0.000 1.300 1.300 3.000 4.835 14.5K0+033.00 2558.672 1.339 2557.333 2553.628 2554.458 2554.608 2556.933 2557.333 2557.333 3.705 0.980 2.325 0.400 0.000 1.300 1.300 3.000 4.816 14.5K0+036.00 2558.672 1.336 2557.336 2553.645 2554.475 2554.625 2556.936 2557.336 2557.336 3.691 0.980 2.311 0.400 0.000 1.300 1.300 3.000 4.798 14.4K0+039.00 2558.672 1.333 2557.339 2553.662 2554.492 2554.642 2556.939 2557.339 2557.339 3.677 0.980 2.297 0.400 0.000 1.300 1.300 3.000 4.780 14.4K0+042.00 2558.672 1.330 2557.342 2553.679 2554.509 2554.659 2556.942 2557.342 2557.342 3.663 0.980 2.283 0.400 0.000 1.300 1.300 3.000 4.761 14.3K0+045.00 2558.672 1.327 2557.345 2553.697 2554.527 2554.677 2556.945 2557.345 2557.345 3.649 0.980 2.269 0.400 0.000 1.300 1.300 3.000 4.743 14.3K0+046.70 2558.672 1.322 2557.350 2553.706 2554.536 2554.686 2556.950 2557.350 2557.350 3.644 0.980 2.264 0.400 0.000 1.300 1.300 1.700 4.737 8.1


3.748 227.7



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




93.4 5.9 45.5 227.7 227.7 43.4 140.1 140.1 23.7 23.7 0.0 0.0 227.7 227.7 341.0 59.2

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00

DERRUMBES




0.57% Ø 20"












1





2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

COTA

ABSCISADO TUBERIA



PROYECTO:

54.7053.50




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2557.963 0.613 2557.350 2553.770 2554.600 2554.750 2556.950 2557.350 2557.350 3.580 0.980 2.200 0.400 0.000 1.300 1.300 4.654 Eje pozo PZ 59K0+003.00 2557.963 0.578 2557.385 2553.796 2554.626 2554.776 2556.985 2557.385 2557.385 3.588 0.980 2.208 0.400 0.000 1.300 1.300 3.000 4.665 14.0K0+006.00 2557.963 0.544 2557.419 2553.822 2554.652 2554.802 2557.019 2557.419 2557.419 3.597 0.980 2.217 0.400 0.000 1.300 1.300 3.000 4.676 14.0K0+009.00 2557.963 0.509 2557.454 2553.848 2554.678 2554.828 2557.054 2557.454 2557.454 3.605 0.980 2.225 0.400 0.000 1.300 1.300 3.000 4.687 14.0K0+012.00 2557.963 0.475 2557.488 2553.874 2554.704 2554.854 2557.088 2557.488 2557.488 3.614 0.980 2.234 0.400 0.000 1.300 1.300 3.000 4.698 14.1K0+015.00 2557.963 0.440 2557.523 2553.901 2554.731 2554.881 2557.123 2557.523 2557.523 3.622 0.980 2.242 0.400 0.000 1.300 1.300 3.000 4.709 14.1K0+018.00 2557.963 0.406 2557.557 2553.927 2554.757 2554.907 2557.157 2557.557 2557.557 3.631 0.980 2.251 0.400 0.000 1.300 1.300 3.000 4.720 14.1K0+021.00 2557.963 0.371 2557.592 2553.953 2554.783 2554.933 2557.192 2557.592 2557.592 3.639 0.980 2.259 0.400 0.000 1.300 1.300 3.000 4.731 14.2K0+024.00 2557.963 0.337 2557.626 2553.979 2554.809 2554.959 2557.226 2557.626 2557.626 3.647 0.980 2.267 0.400 0.000 1.300 1.300 3.000 4.742 14.2K0+027.00 2557.963 0.302 2557.661 2554.005 2554.835 2554.985 2557.261 2557.661 2557.661 3.656 0.980 2.276 0.400 0.000 1.300 1.300 3.000 4.753 14.2K0+030.00 2557.963 0.268 2557.695 2554.031 2554.861 2555.011 2557.295 2557.695 2557.695 3.664 0.980 2.284 0.400 0.000 1.300 1.300 3.000 4.764 14.3K0+033.00 2557.963 0.233 2557.730 2554.057 2554.887 2555.037 2557.330 2557.730 2557.730 3.673 0.980 2.293 0.400 0.000 1.300 1.300 3.000 4.775 14.3K0+036.00 2557.963 0.199 2557.764 2554.083 2554.913 2555.063 2557.364 2557.764 2557.764 3.681 0.980 2.301 0.400 0.000 1.300 1.300 3.000 4.786 14.3K0+039.00 2558.239 0.440 2557.799 2554.109 2554.939 2555.089 2557.399 2557.799 2557.799 3.690 0.980 2.310 0.400 0.000 1.300 1.300 3.000 4.796 14.4K0+042.00 2558.239 0.406 2557.833 2554.135 2554.965 2555.115 2557.433 2557.833 2557.833 3.698 0.980 2.318 0.400 0.000 1.300 1.300 3.000 4.807 14.4K0+045.00 2558.239 0.371 2557.868 2554.162 2554.992 2555.142 2557.468 2557.868 2557.868 3.706 0.980 2.326 0.400 0.000 1.300 1.300 3.000 4.818 14.4K0+048.00 2558.239 0.337 2557.902 2554.188 2555.018 2555.168 2557.502 2557.902 2557.902 3.715 0.980 2.335 0.400 0.000 1.300 1.300 3.000 4.829 14.5K0+051.00 2558.239 0.302 2557.937 2554.214 2555.044 2555.194 2557.537 2557.937 2557.937 3.723 0.980 2.343 0.400 0.000 1.300 1.300 3.000 4.840 14.5K0+054.70 2558.239 0.259 2557.980 2554.246 2555.076 2555.226 2557.580 2557.980 2557.980 3.734 0.980 2.354 0.400 0.000 1.300 1.300 3.700 4.854 17.9


3.656 260.0



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




109.4 7.0 53.5 260.0 260.0 51.1 158.3 158.3 27.8 27.8 0.0 0.0 260.0 260.0 391.2 69.6

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00

DERRUMBES




0.87% Ø 20"












1





2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

COTA

ABSCISADO TUBERIA



PROYECTO:

49.4048.20




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2558.350 0.550 2557.800 2554.250 2555.080 2555.230 2557.400 2557.800 2557.800 3.550 0.980 2.170 0.400 0.000 1.300 1.300 4.615 Eje pozo PZ 58K0+003.00 2558.350 0.532 2557.818 2554.276 2555.106 2555.256 2557.418 2557.818 2557.818 3.543 0.980 2.162 0.400 0.000 1.300 1.300 3.000 4.605 13.8K0+006.00 2558.350 0.514 2557.836 2554.301 2555.131 2555.281 2557.436 2557.836 2557.836 3.535 0.980 2.155 0.400 0.000 1.300 1.300 3.000 4.595 13.8K0+009.00 2558.350 0.496 2557.854 2554.327 2555.157 2555.307 2557.454 2557.854 2557.854 3.527 0.980 2.147 0.400 0.000 1.300 1.300 3.000 4.586 13.8K0+012.00 2558.350 0.478 2557.872 2554.352 2555.182 2555.332 2557.472 2557.872 2557.872 3.520 0.980 2.140 0.400 0.000 1.300 1.300 3.000 4.576 13.7K0+015.00 2558.350 0.460 2557.890 2554.378 2555.208 2555.358 2557.490 2557.890 2557.890 3.512 0.980 2.132 0.400 0.000 1.300 1.300 3.000 4.566 13.7K0+018.00 2558.350 0.442 2557.908 2554.403 2555.233 2555.383 2557.508 2557.908 2557.908 3.505 0.980 2.125 0.400 0.000 1.300 1.300 3.000 4.556 13.7K0+021.00 2558.350 0.424 2557.926 2554.429 2555.259 2555.409 2557.526 2557.926 2557.926 3.497 0.980 2.117 0.400 0.000 1.300 1.300 3.000 4.547 13.7K0+024.00 2558.350 0.406 2557.944 2554.454 2555.284 2555.434 2557.544 2557.944 2557.944 3.490 0.980 2.110 0.400 0.000 1.300 1.300 3.000 4.537 13.6K0+027.00 2558.350 0.388 2557.962 2554.480 2555.310 2555.460 2557.562 2557.962 2557.962 3.482 0.980 2.102 0.400 0.000 1.300 1.300 3.000 4.527 13.6K0+030.00 2558.350 0.370 2557.980 2554.505 2555.335 2555.485 2557.580 2557.980 2557.980 3.475 0.980 2.095 0.400 0.000 1.300 1.300 3.000 4.517 13.6K0+033.00 2558.350 0.352 2557.998 2554.531 2555.361 2555.511 2557.598 2557.998 2557.998 3.467 0.980 2.087 0.400 0.000 1.300 1.300 3.000 4.508 13.5K0+036.00 2558.350 0.334 2558.016 2554.556 2555.386 2555.536 2557.616 2558.016 2558.016 3.460 0.980 2.080 0.400 0.000 1.300 1.300 3.000 4.498 13.5K0+039.00 2558.350 0.316 2558.034 2554.582 2555.412 2555.562 2557.634 2558.034 2558.034 3.452 0.980 2.072 0.400 0.000 1.300 1.300 3.000 4.488 13.5K0+042.00 2558.350 0.298 2558.052 2554.607 2555.437 2555.587 2557.652 2558.052 2558.052 3.445 0.980 2.065 0.400 0.000 1.300 1.300 3.000 4.478 13.5K0+045.00 2558.350 0.280 2558.070 2554.633 2555.463 2555.613 2557.670 2558.070 2558.070 3.437 0.980 2.057 0.400 0.000 1.300 1.300 3.000 4.469 13.4K0+048.00 2558.350 0.262 2558.088 2554.658 2555.488 2555.638 2557.688 2558.088 2558.088 3.430 0.980 2.050 0.400 0.000 1.300 1.300 3.000 4.459 13.4K0+049.40 2558.350 0.250 2558.100 2554.670 2555.500 2555.650 2557.700 2558.100 2558.100 3.430 0.980 2.050 0.400 0.000 1.300 1.300 1.400 4.459 6.2


3.487 224.0



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




98.8 6.3 48.2 224.0 224.0 46.0 132.0 132.0 25.1 25.1 0.0 0.0 224.0 224.0 336.1 62.7

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00

DERRUMBES




0.85% Ø 20"












1





2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

COTA

ABSCISADO TUBERIA



PROYECTO:

45.0043.80




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2559.648 1.518 2558.130 2554.810 2555.510 2555.660 2557.730 2558.130 2558.130 3.320 0.850 2.070 0.400 0.000 1.300 1.300 4.316 Eje pozo PZ 57K0+003.00 2559.648 1.468 2558.180 2554.837 2555.537 2555.687 2557.780 2558.180 2558.180 3.343 0.850 2.093 0.400 0.000 1.300 1.300 3.000 4.346 13.0K0+006.00 2559.648 1.438 2558.210 2554.864 2555.564 2555.714 2557.810 2558.210 2558.210 3.346 0.850 2.096 0.400 0.000 1.300 1.300 3.000 4.350 13.0K0+009.00 2559.648 1.408 2558.240 2554.891 2555.591 2555.741 2557.840 2558.240 2558.240 3.349 0.850 2.099 0.400 0.000 1.300 1.300 3.000 4.354 13.1K0+012.00 2559.648 1.378 2558.270 2554.918 2555.618 2555.768 2557.870 2558.270 2558.270 3.352 0.850 2.102 0.400 0.000 1.300 1.300 3.000 4.358 13.1K0+015.00 2559.648 1.348 2558.300 2554.945 2555.645 2555.795 2557.900 2558.300 2558.300 3.355 0.850 2.105 0.400 0.000 1.300 1.300 3.000 4.361 13.1K0+018.00 2559.648 1.318 2558.330 2554.972 2555.672 2555.822 2557.930 2558.330 2558.330 3.358 0.850 2.108 0.400 0.000 1.300 1.300 3.000 4.365 13.1K0+021.00 2559.648 1.288 2558.360 2554.999 2555.699 2555.849 2557.960 2558.360 2558.360 3.361 0.850 2.111 0.400 0.000 1.300 1.300 3.000 4.369 13.1K0+024.00 2559.648 1.278 2558.370 2555.026 2555.726 2555.876 2557.970 2558.370 2558.370 3.344 0.850 2.094 0.400 0.000 1.300 1.300 3.000 4.347 13.1K0+027.00 2559.648 1.268 2558.380 2555.053 2555.753 2555.903 2557.980 2558.380 2558.380 3.327 0.850 2.077 0.400 0.000 1.300 1.300 3.000 4.325 13.0K0+030.00 2559.648 1.258 2558.390 2555.080 2555.780 2555.930 2557.990 2558.390 2558.390 3.310 0.850 2.060 0.400 0.000 1.300 1.300 3.000 4.303 12.9K0+033.00 2559.648 1.258 2558.390 2555.107 2555.807 2555.957 2557.990 2558.390 2558.390 3.283 0.850 2.033 0.400 0.000 1.300 1.300 3.000 4.268 12.9K0+036.00 2559.648 1.248 2558.400 2555.134 2555.834 2555.984 2558.000 2558.400 2558.400 3.266 0.850 2.016 0.400 0.000 1.300 1.300 3.000 4.246 12.8K0+039.00 2559.648 1.248 2558.400 2555.161 2555.861 2556.011 2558.000 2558.400 2558.400 3.239 0.850 1.989 0.400 0.000 1.300 1.300 3.000 4.211 12.7K0+042.00 2559.648 1.238 2558.410 2555.188 2555.888 2556.038 2558.010 2558.410 2558.410 3.222 0.850 1.972 0.400 0.000 1.300 1.300 3.000 4.189 12.6K0+045.00 2559.648 1.218 2558.430 2555.215 2555.915 2556.065 2558.030 2558.430 2558.430 3.215 0.850 1.965 0.400 0.000 1.300 1.300 3.000 4.179 12.6


3.312 193.9



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




90.0 5.7 43.8 193.9 310.8 39.6 117.4 212.6 22.8 44.5 0.0 0.0 193.9 310.8 290.1 56.9

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+000.00 K0+007.50 7.5 2 2.9 43.50 37.50 6.00 0.00K0+012.00 K0+018.00 6.0 1.7 1.7 17.34 13.26 4.08 0.00K0+027.00 K0+039.00 12.0 1.8 1.9 41.04 32.40 8.64 0.00K0+040.00 K0+045.00 5.0 1.5 2 15.00 12.00 3.00 0.00K0+000.00 K0+000.00 0.0 0 0 0.00 0.00 0.00 0.00

TOTAL 116.88 95.16 21.72 0.00







1











0.90% Ø 20"


DERRUMBES


2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

2560.000

COTA

ABSCISADO TUBERIA



PROYECTO:

51.0049.80




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2559.614 1.084 2558.530 2555.260 2555.960 2556.110 2558.130 2558.530 2558.530 3.270 0.850 2.020 0.400 0.000 1.300 1.300 4.251 Eje pozo PZ 56K0+003.00 2559.614 1.014 2558.600 2555.289 2555.989 2556.139 2558.200 2558.600 2558.600 3.311 0.850 2.061 0.400 0.000 1.300 1.300 3.000 4.305 12.8K0+006.00 2559.614 0.964 2558.650 2555.317 2556.017 2556.167 2558.250 2558.650 2558.650 3.333 0.850 2.083 0.400 0.000 1.300 1.300 3.000 4.333 13.0K0+009.00 2559.614 0.944 2558.670 2555.346 2556.046 2556.196 2558.270 2558.670 2558.670 3.325 0.850 2.075 0.400 0.000 1.300 1.300 3.000 4.322 13.0K0+012.00 2559.614 0.924 2558.690 2555.374 2556.074 2556.224 2558.290 2558.690 2558.690 3.316 0.850 2.066 0.400 0.000 1.300 1.300 3.000 4.311 12.9K0+015.00 2559.614 0.914 2558.700 2555.403 2556.103 2556.253 2558.300 2558.700 2558.700 3.298 0.850 2.048 0.400 0.000 1.300 1.300 3.000 4.287 12.9K0+018.00 2559.614 0.894 2558.720 2555.431 2556.131 2556.281 2558.320 2558.720 2558.720 3.289 0.850 2.039 0.400 0.000 1.300 1.300 3.000 4.276 12.8K0+021.00 2559.614 0.874 2558.740 2555.460 2556.160 2556.310 2558.340 2558.740 2558.740 3.281 0.850 2.031 0.400 0.000 1.300 1.300 3.000 4.265 12.8K0+024.00 2559.614 0.874 2558.740 2555.488 2556.188 2556.338 2558.340 2558.740 2558.740 3.252 0.850 2.002 0.400 0.000 1.300 1.300 3.000 4.228 12.7K0+027.00 2559.614 0.864 2558.750 2555.517 2556.217 2556.367 2558.350 2558.750 2558.750 3.234 0.850 1.984 0.400 0.000 1.300 1.300 3.000 4.204 12.6K0+030.00 2559.614 0.854 2558.760 2555.545 2556.245 2556.395 2558.360 2558.760 2558.760 3.215 0.850 1.965 0.400 0.000 1.300 1.300 3.000 4.180 12.6K0+033.00 2559.614 0.864 2558.750 2555.574 2556.274 2556.424 2558.350 2558.750 2558.750 3.177 0.850 1.927 0.400 0.000 1.300 1.300 3.000 4.129 12.5K0+036.00 2559.614 0.814 2558.800 2555.602 2556.302 2556.452 2558.400 2558.800 2558.800 3.198 0.850 1.948 0.400 0.000 1.300 1.300 3.000 4.157 12.4K0+039.00 2559.614 0.754 2558.860 2555.631 2556.331 2556.481 2558.460 2558.860 2558.860 3.230 0.850 1.980 0.400 0.000 1.300 1.300 3.000 4.198 12.5K0+042.00 2559.614 0.744 2558.870 2555.659 2556.359 2556.509 2558.470 2558.870 2558.870 3.211 0.850 1.961 0.400 0.000 1.300 1.300 3.000 4.174 12.6K0+045.00 2559.614 0.734 2558.880 2555.688 2556.388 2556.538 2558.480 2558.880 2558.880 3.193 0.850 1.943 0.400 0.000 1.300 1.300 3.000 4.150 12.5K0+048.00 2559.614 0.714 2558.900 2555.716 2556.416 2556.566 2558.500 2558.900 2558.900 3.184 0.850 1.934 0.400 0.000 1.300 1.300 3.000 4.139 12.4K0+051.00 2559.614 0.684 2558.930 2555.745 2556.445 2556.595 2558.530 2558.930 2558.930 3.186 0.850 1.936 0.400 0.000 1.300 1.300 3.000 4.141 12.4


3.250 215.6



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




102.0 6.5 49.8 215.6 312.6 45.0 129.5 213.6 25.9 38.8 0.0 0.0 215.6 312.6 323.7 64.7

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASEK0+015.00 K0+024.00 9.00 1.30 3.00 35.10 30.42 4.68 0.00K0+030.00 K0+043.50 13.50 1.53 3.00 61.97 53.70 8.26 0.00K0+000.00 K0+000.00 0.0 0 0 0.00 0.00 0.00 0.00K0+000.00 K0+000.00 0.0 0 0 0.00 0.00 0.00 0.00K0+000.00 K0+000.00 0.0 0 0 0.00 0.00 0.00 0.00

TOTAL 97.07 84.12 12.94 0.00







1











0.95% Ø 20"


DERRUMBES


2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

2560.000

COTA

ABSCISADO TUBERIA



PROYECTO:

62.1060.90




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2559.654 0.725 2558.929 2556.390 2557.090 2557.240 2558.529 2558.929 2558.929 2.539 0.850 1.289 0.400 0.000 1.300 1.300 3.301 Eje pozo PZ 55K0+003.50 2559.654 0.737 2558.917 2556.422 2557.122 2557.272 2558.517 2558.917 2558.917 2.495 0.850 1.245 0.400 0.000 1.300 1.300 3.500 3.244 11.5K0+006.50 2559.654 0.722 2558.932 2556.449 2557.149 2557.299 2558.532 2558.932 2558.932 2.483 0.850 1.233 0.400 0.000 1.300 1.300 3.000 3.229 9.7K0+009.50 2559.654 0.699 2558.955 2556.476 2557.176 2557.326 2558.555 2558.955 2558.955 2.479 0.850 1.229 0.400 0.000 1.300 1.300 3.000 3.223 9.7K0+012.50 2559.654 0.682 2558.972 2556.503 2557.203 2557.353 2558.572 2558.972 2558.972 2.469 0.850 1.219 0.400 0.000 1.300 1.300 3.000 3.210 9.7K0+015.50 2559.654 0.673 2558.981 2556.530 2557.230 2557.380 2558.581 2558.981 2558.981 2.451 0.850 1.201 0.400 0.000 1.300 1.300 3.000 3.187 9.6K0+018.50 2559.654 0.654 2559.000 2556.557 2557.257 2557.407 2558.600 2559.000 2559.000 2.443 0.850 1.193 0.400 0.000 1.300 1.300 3.000 3.177 9.5K0+021.50 2560.114 1.131 2558.983 2556.584 2557.284 2557.434 2558.583 2558.983 2558.983 2.399 0.850 1.149 0.400 0.000 1.300 1.300 3.000 3.119 9.4K0+024.40 2560.114 1.313 2558.801 2556.610 2557.310 2557.460 2558.401 2558.801 2558.801 2.191 0.850 0.941 0.400 0.000 1.300 1.300 2.900 2.849 8.7K0+027.50 2560.114 1.119 2558.995 2556.638 2557.338 2557.488 2558.595 2558.995 2558.995 2.357 0.850 1.107 0.400 0.000 1.300 1.300 3.100 3.065 9.2K0+030.50 2560.114 1.111 2559.003 2556.665 2557.365 2557.515 2558.603 2559.003 2559.003 2.338 0.850 1.088 0.400 0.000 1.300 1.300 3.000 3.040 9.2K0+033.50 2560.064 1.062 2559.002 2556.692 2557.392 2557.542 2558.602 2559.002 2559.002 2.310 0.850 1.060 0.400 0.000 1.300 1.300 3.000 3.004 9.1K0+036.50 2560.064 1.052 2559.012 2556.719 2557.419 2557.569 2558.612 2559.012 2559.012 2.293 0.850 1.043 0.400 0.000 1.300 1.300 3.000 2.982 9.0K0+039.50 2560.064 1.116 2558.948 2556.746 2557.446 2557.596 2558.548 2558.948 2558.948 2.202 0.850 0.952 0.400 0.000 1.300 1.300 3.000 2.863 8.8K0+042.50 2560.163 1.116 2559.047 2556.773 2557.473 2557.623 2558.647 2559.047 2559.047 2.274 0.850 1.024 0.400 0.000 1.300 1.300 3.000 2.957 8.7K0+045.50 2560.163 1.121 2559.042 2556.800 2557.500 2557.650 2558.642 2559.042 2559.042 2.242 0.850 0.992 0.400 0.000 1.300 1.300 3.000 2.915 8.8K0+048.50 2560.163 1.118 2559.045 2556.827 2557.527 2557.677 2558.645 2559.045 2559.045 2.218 0.850 0.968 0.400 0.000 1.300 1.300 3.000 2.884 8.7K0+051.50 2560.163 1.119 2559.044 2556.854 2557.554 2557.704 2558.644 2559.044 2559.044 2.190 0.850 0.940 0.400 0.000 1.300 1.300 3.000 2.848 8.6K0+054.50 2560.163 1.111 2559.052 2556.881 2557.581 2557.731 2558.652 2559.052 2559.052 2.171 0.850 0.921 0.400 0.000 1.300 1.300 3.000 2.823 8.5K0+057.50 2560.163 1.108 2559.055 2556.908 2557.608 2557.758 2558.655 2559.055 2559.055 2.147 0.850 0.897 0.400 0.000 1.300 1.300 3.000 2.792 8.4K0+060.50 2560.163 1.114 2559.049 2556.935 2557.635 2557.785 2558.649 2559.049 2559.049 2.114 0.850 0.864 0.400 0.000 1.300 1.300 3.000 2.749 8.3K0+062.10 2560.163 1.128 2559.035 2556.949 2557.649 2557.799 2558.635 2559.035 2559.035 2.086 0.850 0.836 0.400 0.000 1.300 1.300 1.600 2.712 4.4


2.314 187.3



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




124.2 7.9 60.9 187.3 187.3 55.1 84.2 84.2 31.7 31.7 0.0 0.0 187.3 187.3 281.8 79.2

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00

DERRUMBES




0.90% Ø 20"












1





2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

2560.000

COTA

ABSCISADO TUBERIA



PROYECTO:

32.7031.50




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2559.654 0.725 2558.929 2556.390 2557.090 2557.240 2558.529 2558.929 2558.929 2.539 0.850 1.289 0.400 0.000 1.300 1.300 3.301 Eje pozo PZ 54K0+003.50 2559.654 0.737 2558.917 2556.422 2557.122 2557.272 2558.517 2558.917 2558.917 2.495 0.850 1.245 0.400 0.000 1.300 1.300 3.500 3.244 11.5K0+007.00 2560.163 1.159 2559.004 2556.453 2557.153 2557.303 2558.604 2559.004 2559.004 2.551 0.850 1.301 0.400 0.000 1.300 1.300 3.500 3.316 11.5K0+010.50 2560.163 1.176 2558.987 2556.485 2557.185 2557.335 2558.587 2558.987 2558.987 2.502 0.850 1.252 0.400 0.000 1.300 1.300 3.500 3.253 11.5K0+014.00 2560.163 1.202 2558.961 2556.516 2557.216 2557.366 2558.561 2558.961 2558.961 2.445 0.850 1.195 0.400 0.000 1.300 1.300 3.500 3.178 11.3K0+017.50 2560.163 1.134 2559.029 2556.548 2557.248 2557.398 2558.629 2559.029 2559.029 2.481 0.850 1.231 0.400 0.000 1.300 1.300 3.500 3.226 11.2K0+021.00 2560.163 1.123 2559.040 2556.579 2557.279 2557.429 2558.640 2559.040 2559.040 2.461 0.850 1.211 0.400 0.000 1.300 1.300 3.500 3.199 11.2K0+024.50 2560.163 1.155 2559.008 2556.611 2557.311 2557.461 2558.608 2559.008 2559.008 2.397 0.850 1.147 0.400 0.000 1.300 1.300 3.500 3.117 11.1K0+028.00 2560.163 1.142 2559.021 2556.642 2557.342 2557.492 2558.621 2559.021 2559.021 2.379 0.850 1.129 0.400 0.000 1.300 1.300 3.500 3.093 10.9K0+031.50 2560.163 1.132 2559.031 2556.674 2557.374 2557.524 2558.631 2559.031 2559.031 2.357 0.850 1.107 0.400 0.000 1.300 1.300 3.500 3.065 10.8K0+032.70 2560.163 0.128 2560.035 2556.684 2557.384 2557.534 2559.635 2560.035 2560.035 3.351 0.850 2.101 0.400 0.000 1.300 1.300 1.200 4.356 4.5


2.542 105.3



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




65.4 4.1 31.5 105.3 105.3 28.4 52.9 52.9 16.4 16.4 0.0 0.0 105.3 105.3 160.1 41.0

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00

DERRUMBES

0.90% Ø 20"















1





2552

2553

2554

2555

2556

2557

2558

2559

2560

0 3.5 6.5 9.5 12.5 15.5 18.5 21.5 24.4 27.5 30.5 33.5 36.5 39.5 42.5 45.5 48.5 51.5 54.5 57.5 60.5 63.5 66.5 69.5 72.5 75.5 78.5 81.5 84.5 87.5

COTA

ABSCISADO TUBERIA



3. CALLE 4 ALCANTARRILADO PLUVIAL

PROYECTO:

100.9099.70




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2560.643 2.113 2558.530 2554.860 2555.560 2555.710 2558.130 2558.530 2558.530 3.670 0.850 2.420 0.400 0.000 1.300 1.300 4.771 Eje pozo PP 4K0+000.60 2560.643 2.113 2558.530 2554.862 2555.562 2555.712 2558.130 2558.530 2558.530 3.668 0.850 2.418 0.400 0.000 1.300 1.300 0.600 4.769 2.9K0+003.60 2560.643 2.153 2558.490 2554.870 2555.570 2555.720 2558.090 2558.490 2558.490 3.620 0.850 2.370 0.400 0.000 1.300 1.300 3.000 4.706 14.2K0+008.00 2560.643 2.135 2558.508 2554.882 2555.582 2555.732 2558.108 2558.508 2558.508 3.626 0.850 2.376 0.400 0.000 1.300 1.300 4.400 4.713 20.7K0+011.00 2560.643 2.100 2558.543 2554.891 2555.591 2555.741 2558.143 2558.543 2558.543 3.652 0.850 2.402 0.400 0.000 1.300 1.300 3.000 4.748 14.2K0+014.00 2560.643 2.091 2558.552 2554.899 2555.599 2555.749 2558.152 2558.552 2558.552 3.653 0.850 2.403 0.400 0.000 1.300 1.300 3.000 4.749 14.2K0+017.00 2560.643 2.055 2558.588 2554.908 2555.608 2555.758 2558.188 2558.588 2558.588 3.680 0.850 2.430 0.400 0.000 1.300 1.300 3.000 4.785 14.3K0+020.00 2560.643 2.051 2558.592 2554.916 2555.616 2555.766 2558.192 2558.592 2558.592 3.676 0.850 2.426 0.400 0.000 1.300 1.300 3.000 4.779 14.3K0+023.00 2560.643 2.048 2558.595 2554.924 2555.624 2555.774 2558.195 2558.595 2558.595 3.671 0.850 2.421 0.400 0.000 1.300 1.300 3.000 4.772 14.3K0+026.00 2560.643 2.038 2558.605 2554.933 2555.633 2555.783 2558.205 2558.605 2558.605 3.672 0.850 2.422 0.400 0.000 1.300 1.300 3.000 4.774 14.3K0+029.00 2560.643 2.031 2558.612 2554.941 2555.641 2555.791 2558.212 2558.612 2558.612 3.671 0.850 2.421 0.400 0.000 1.300 1.300 3.000 4.772 14.3K0+032.00 2560.643 2.025 2558.618 2554.950 2555.650 2555.800 2558.218 2558.618 2558.618 3.668 0.850 2.418 0.400 0.000 1.300 1.300 3.000 4.769 14.3K0+035.00 2560.643 1.985 2558.658 2554.958 2555.658 2555.808 2558.258 2558.658 2558.658 3.700 0.850 2.450 0.400 0.000 1.300 1.300 3.000 4.810 14.4K0+038.00 2560.643 1.949 2558.694 2554.966 2555.666 2555.816 2558.294 2558.694 2558.694 3.728 0.850 2.478 0.400 0.000 1.300 1.300 3.000 4.846 14.5K0+041.00 2560.643 1.932 2558.711 2554.975 2555.675 2555.825 2558.311 2558.711 2558.711 3.736 0.850 2.486 0.400 0.000 1.300 1.300 3.000 4.857 14.6K0+044.00 2560.643 1.901 2558.742 2554.983 2555.683 2555.833 2558.342 2558.742 2558.742 3.759 0.850 2.509 0.400 0.000 1.300 1.300 3.000 4.886 14.6K0+047.00 2560.643 2.038 2558.605 2554.992 2555.692 2555.842 2558.205 2558.605 2558.605 3.613 0.850 2.363 0.400 0.000 1.300 1.300 3.000 4.697 14.4K0+050.00 2560.643 2.038 2558.605 2555.000 2555.700 2555.850 2558.205 2558.605 2558.605 3.605 0.850 2.355 0.400 0.000 1.300 1.300 3.000 4.686 14.1K0+053.00 2560.643 1.828 2558.815 2555.008 2555.708 2555.858 2558.415 2558.815 2558.815 3.807 0.850 2.557 0.400 0.000 1.300 1.300 3.000 4.949 14.5K0+056.00 2560.643 1.782 2558.861 2555.017 2555.717 2555.867 2558.461 2558.861 2558.861 3.844 0.850 2.594 0.400 0.000 1.300 1.300 3.000 4.997 14.9K0+059.00 2560.643 1.747 2558.896 2555.025 2555.725 2555.875 2558.496 2558.896 2558.896 3.871 0.850 2.621 0.400 0.000 1.300 1.300 3.000 5.032 15.0K0+062.00 2560.643 1.743 2558.900 2555.034 2555.734 2555.884 2558.500 2558.900 2558.900 3.866 0.850 2.616 0.400 0.000 1.300 1.300 3.000 5.026 15.1K0+065.00 2560.643 1.737 2558.906 2555.042 2555.742 2555.892 2558.506 2558.906 2558.906 3.864 0.850 2.614 0.400 0.000 1.300 1.300 3.000 5.023 15.1K0+068.00 2560.643 1.726 2558.917 2555.050 2555.750 2555.900 2558.517 2558.917 2558.917 3.867 0.850 2.617 0.400 0.000 1.300 1.300 3.000 5.027 15.1K0+071.00 2560.643 1.709 2558.934 2555.059 2555.759 2555.909 2558.534 2558.934 2558.934 3.875 0.850 2.625 0.400 0.000 1.300 1.300 3.000 5.038 15.1K0+074.00 2560.643 1.697 2558.946 2555.067 2555.767 2555.917 2558.546 2558.946 2558.946 3.879 0.850 2.629 0.400 0.000 1.300 1.300 3.000 5.042 15.1K0+079.00 2560.643 1.644 2558.999 2555.081 2555.781 2555.931 2558.599 2558.999 2558.999 3.918 0.850 2.668 0.400 0.000 1.300 1.300 5.000 5.093 25.3K0+082.00 2560.643 1.607 2559.036 2555.090 2555.790 2555.940 2558.636 2559.036 2559.036 3.946 0.850 2.696 0.400 0.000 1.300 1.300 3.000 5.130 15.3K0+085.00 2560.643 1.593 2559.050 2555.098 2555.798 2555.948 2558.650 2559.050 2559.050 3.952 0.850 2.702 0.400 0.000 1.300 1.300 3.000 5.138 15.4K0+088.00 2560.643 1.578 2559.065 2555.106 2555.806 2555.956 2558.665 2559.065 2559.065 3.959 0.850 2.709 0.400 0.000 1.300 1.300 3.000 5.146 15.4K0+091.00 2560.643 1.546 2559.097 2555.115 2555.815 2555.965 2558.697 2559.097 2559.097 3.982 0.850 2.732 0.400 0.000 1.300 1.300 3.000 5.177 15.5K0+094.00 2560.643 1.544 2559.099 2555.123 2555.823 2555.973 2558.699 2559.099 2559.099 3.976 0.850 2.726 0.400 0.000 1.300 1.300 3.000 5.169 15.5K0+097.00 2560.643 1.533 2559.110 2555.132 2555.832 2555.982 2558.710 2559.110 2559.110 3.978 0.850 2.728 0.400 0.000 1.300 1.300 3.000 5.172 15.5K0+100.00 2560.643 1.523 2559.120 2555.140 2555.840 2555.990 2558.720 2559.120 2559.120 3.980 0.850 2.730 0.400 0.000 1.300 1.300 3.000 5.174 15.5K0+100.90 2560.643 1.503 2559.140 2555.143 2555.843 2555.993 2558.740 2559.140 2559.140 3.997 0.850 2.747 0.400 0.000 1.300 1.300 0.900 5.197 4.7

100.900

3.789 496.7



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




201.8 13.0 99.7 496.7 496.7 90.4 329.1 329.1 51.8 51.8 0.0 0.0 496.7 496.7 755.6 129.6

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASE0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

TOTAL 0.00 0.00 0.00 0.00






SECTOR: CALLE 4

1


Long. Entre ejesTRAMO: PP 4-PP494 Long efectiva de tubería








EXCAVACION ZANJA DE RED ALCANTARRILLADO PLUVIAL PP 4‐PP494

0.28% Ø 20"


DERRUMBES


2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

2560.000

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo PP 4‐PP494


PROYECTO:

50.6049.40




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2560.643 1.506 2559.137 2555.170 2555.870 2556.020 2558.737 2559.137 2559.137 3.967 0.850 2.717 0.400 0.000 1.300 1.300 5.157 Eje pozo PP 494K0+003.30 2560.643 1.510 2559.133 2555.177 2555.877 2556.027 2558.733 2559.133 2559.133 3.956 0.850 2.706 0.400 0.000 1.300 1.300 3.300 5.143 17.0K0+006.60 2560.643 1.513 2559.130 2555.183 2555.883 2556.033 2558.730 2559.130 2559.130 3.947 0.850 2.697 0.400 0.000 1.300 1.300 3.300 5.131 17.0K0+009.60 2560.643 1.518 2559.125 2555.189 2555.889 2556.039 2558.725 2559.125 2559.125 3.936 0.850 2.686 0.400 0.000 1.300 1.300 3.000 5.117 15.4K0+012.60 2560.643 1.528 2559.115 2555.195 2555.895 2556.045 2558.715 2559.115 2559.115 3.920 0.850 2.670 0.400 0.000 1.300 1.300 3.000 5.096 15.3K0+015.60 2560.643 1.536 2559.107 2555.201 2555.901 2556.051 2558.707 2559.107 2559.107 3.906 0.850 2.656 0.400 0.000 1.300 1.300 3.000 5.078 15.3K0+018.60 2560.643 1.540 2559.103 2555.207 2555.907 2556.057 2558.703 2559.103 2559.103 3.896 0.850 2.646 0.400 0.000 1.300 1.300 3.000 5.065 15.2K0+021.60 2560.643 1.546 2559.097 2555.213 2555.913 2556.063 2558.697 2559.097 2559.097 3.884 0.850 2.634 0.400 0.000 1.300 1.300 3.000 5.049 15.2K0+024.60 2560.643 1.543 2559.100 2555.219 2555.919 2556.069 2558.700 2559.100 2559.100 3.881 0.850 2.631 0.400 0.000 1.300 1.300 3.000 5.045 15.1K0+027.60 2560.643 1.536 2559.107 2555.225 2555.925 2556.075 2558.707 2559.107 2559.107 3.882 0.850 2.632 0.400 0.000 1.300 1.300 3.000 5.046 15.1K0+030.60 2560.643 1.541 2559.102 2555.231 2555.931 2556.081 2558.702 2559.102 2559.102 3.871 0.850 2.621 0.400 0.000 1.300 1.300 3.000 5.032 15.1K0+033.60 2560.643 1.542 2559.101 2555.237 2555.937 2556.087 2558.701 2559.101 2559.101 3.864 0.850 2.614 0.400 0.000 1.300 1.300 3.000 5.023 15.1K0+036.60 2560.643 1.543 2559.100 2555.243 2555.943 2556.093 2558.700 2559.100 2559.100 3.857 0.850 2.607 0.400 0.000 1.300 1.300 3.000 5.014 15.1K0+039.60 2560.643 1.534 2559.109 2555.249 2555.949 2556.099 2558.709 2559.109 2559.109 3.860 0.850 2.610 0.400 0.000 1.300 1.300 3.000 5.018 15.0K0+042.60 2560.643 1.536 2559.107 2555.255 2555.955 2556.105 2558.707 2559.107 2559.107 3.852 0.850 2.602 0.400 0.000 1.300 1.300 3.000 5.007 15.0K0+045.60 2560.643 1.534 2559.109 2555.261 2555.961 2556.111 2558.709 2559.109 2559.109 3.848 0.850 2.598 0.400 0.000 1.300 1.300 3.000 5.002 15.0K0+048.60 2560.643 1.527 2559.116 2555.267 2555.967 2556.117 2558.716 2559.116 2559.116 3.849 0.850 2.599 0.400 0.000 1.300 1.300 3.000 5.003 15.0K0+050.60 2560.643 1.532 2559.111 2555.271 2555.971 2556.121 2558.711 2559.111 2559.111 3.840 0.850 2.590 0.400 0.000 1.300 1.300 2.000 4.992 10.0

Eje pozo PP 50050.600

3.890 255.9



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




101.2 6.4 49.4 255.9 255.9 44.7 169.5 169.5 25.7 25.7 0.0 0.0 255.9 255.9 384.3 64.2

OBSERVACIONES


TOTAL 0.00 0.00 0.00 0.00






SECTOR: CALLE 4

1


Long. Entre ejesTRAMO: PP 494-PP 500 Long efectiva de tubería








EXCAVACION ZANJA DE RED ALCANTARRILLADO PLUVIAL PP 494‐PP 500

0.20% Ø 20"


DERRUMBES


2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

2560.000

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo PP 494‐PP 500


PROYECTO:

55.0053.80




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2560.045 0.935 2559.110 2555.270 2555.970 2556.120 2558.710 2559.110 2559.110 3.840 0.850 2.590 0.400 0.000 1.300 1.300 4.992 Eje pozo PP500K0+000.60 2560.045 0.957 2559.088 2555.271 2555.971 2556.121 2558.688 2559.088 2559.088 3.817 0.850 2.567 0.400 0.000 1.300 1.300 0.600 4.962 3.0K0+003.60 2560.045 0.958 2559.087 2555.277 2555.977 2556.127 2558.687 2559.087 2559.087 3.810 0.850 2.560 0.400 0.000 1.300 1.300 3.000 4.953 14.9K0+006.60 2560.045 0.954 2559.091 2555.283 2555.983 2556.133 2558.691 2559.091 2559.091 3.808 0.850 2.558 0.400 0.000 1.300 1.300 3.000 4.950 14.9K0+009.60 2560.045 0.972 2559.073 2555.289 2555.989 2556.139 2558.673 2559.073 2559.073 3.784 0.850 2.534 0.400 0.000 1.300 1.300 3.000 4.919 14.8K0+012.60 2560.045 0.980 2559.065 2555.295 2555.995 2556.145 2558.665 2559.065 2559.065 3.770 0.850 2.520 0.400 0.000 1.300 1.300 3.000 4.901 14.7K0+015.60 2560.045 0.989 2559.056 2555.301 2556.001 2556.151 2558.656 2559.056 2559.056 3.755 0.850 2.505 0.400 0.000 1.300 1.300 3.000 4.881 14.7K0+018.60 2560.045 1.016 2559.029 2555.307 2556.007 2556.157 2558.629 2559.029 2559.029 3.722 0.850 2.472 0.400 0.000 1.300 1.300 3.000 4.838 14.6K0+021.60 2560.045 1.011 2559.034 2555.313 2556.013 2556.163 2558.634 2559.034 2559.034 3.721 0.850 2.471 0.400 0.000 1.300 1.300 3.000 4.837 14.5K0+024.60 2560.045 1.033 2559.012 2555.319 2556.019 2556.169 2558.612 2559.012 2559.012 3.693 0.850 2.443 0.400 0.000 1.300 1.300 3.000 4.801 14.5K0+027.60 2560.045 1.012 2559.033 2555.325 2556.025 2556.175 2558.633 2559.033 2559.033 3.708 0.850 2.458 0.400 0.000 1.300 1.300 3.000 4.820 14.4K0+030.60 2560.045 1.022 2559.023 2555.331 2556.031 2556.181 2558.623 2559.023 2559.023 3.692 0.850 2.442 0.400 0.000 1.300 1.300 3.000 4.799 14.4K0+033.60 2560.045 1.069 2558.976 2555.337 2556.037 2556.187 2558.576 2558.976 2558.976 3.639 0.850 2.389 0.400 0.000 1.300 1.300 3.000 4.730 14.3K0+036.60 2560.045 1.081 2558.964 2555.343 2556.043 2556.193 2558.564 2558.964 2558.964 3.621 0.850 2.371 0.400 0.000 1.300 1.300 3.000 4.707 14.2K0+039.60 2560.045 1.078 2558.967 2555.349 2556.049 2556.199 2558.567 2558.967 2558.967 3.618 0.850 2.368 0.400 0.000 1.300 1.300 3.000 4.703 14.1K0+042.60 2560.045 1.082 2558.963 2555.355 2556.055 2556.205 2558.563 2558.963 2558.963 3.608 0.850 2.358 0.400 0.000 1.300 1.300 3.000 4.690 14.1K0+045.60 2560.045 1.098 2558.947 2555.361 2556.061 2556.211 2558.547 2558.947 2558.947 3.586 0.850 2.336 0.400 0.000 1.300 1.300 3.000 4.662 14.0K0+048.60 2560.045 1.124 2558.921 2555.367 2556.067 2556.217 2558.521 2558.921 2558.921 3.554 0.850 2.304 0.400 0.000 1.300 1.300 3.000 4.620 13.9K0+051.00 2560.045 1.129 2558.916 2555.372 2556.072 2556.222 2558.516 2558.916 2558.916 3.544 0.850 2.294 0.400 0.000 1.300 1.300 2.400 4.607 11.1K0+054.00 2560.045 1.132 2558.913 2555.378 2556.078 2556.228 2558.513 2558.913 2558.913 3.535 0.850 2.285 0.400 0.000 1.300 1.300 3.000 4.596 13.8K0+055.00 2560.045 1.135 2558.910 2555.380 2556.080 2556.230 2558.510 2558.910 2558.910 3.530 0.850 2.280 0.400 0.000 1.300 1.300 1.000 4.589 4.6

Eje pozo PP511

55.000

3.683 263.4



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




110.0 7.0 53.8 263.4 263.4 48.6 170.2 170.2 28.0 28.0 0.0 0.0 263.4 263.4 396.3 69.9

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASE1.8 0.00 0.00 0.00 0.001.90 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

TOTAL 0.00 0.00 0.00 0.00







SECTOR: CALLE 4

1Long. Entre ejes







DERRUMBES

PP500- PP511

EXCAVACION ZANJA DE RED ALCANTARRILLADO PLUVIAL PP500‐ PP511

0.20% Ø 20"





2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

2560.000

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo PP500‐ PP511


PROYECTO:

30.6029.40




COTA TRITURADO


320


COTA DE RAZANTE


GRAVAPROM. RELL.


PROM. RELL.BASE




K0+000.00 2560.135 1.225 2558.910 2555.380 2556.080 2556.230 2558.510 2558.910 2558.910 3.530 0.850 2.280 0.400 0.000 1.300 1.300 4.589 Eje pozo SN15K0+003.00 2560.135 1.228 2558.907 2555.388 2556.088 2556.238 2558.507 2558.907 2558.907 3.519 0.850 2.269 0.400 0.000 1.300 1.300 3.000 4.574 13.7K0+006.00 2560.135 1.231 2558.904 2555.397 2556.097 2556.247 2558.504 2558.904 2558.904 3.507 0.850 2.257 0.400 0.000 1.300 1.300 3.000 4.559 13.7K0+009.00 2560.135 1.234 2558.901 2555.405 2556.105 2556.255 2558.501 2558.901 2558.901 3.496 0.850 2.246 0.400 0.000 1.300 1.300 3.000 4.545 13.7K0+012.60 2560.135 1.233 2558.902 2555.415 2556.115 2556.265 2558.502 2558.902 2558.902 3.487 0.850 2.237 0.400 0.000 1.300 1.300 3.600 4.533 16.3K0+015.60 2560.135 1.232 2558.903 2555.424 2556.124 2556.274 2558.503 2558.903 2558.903 3.479 0.850 2.229 0.400 0.000 1.300 1.300 3.000 4.523 13.6K0+018.60 2560.135 1.236 2558.899 2555.432 2556.132 2556.282 2558.499 2558.899 2558.899 3.467 0.850 2.217 0.400 0.000 1.300 1.300 3.000 4.507 13.5K0+021.60 2560.135 1.247 2558.888 2555.440 2556.140 2556.290 2558.488 2558.888 2558.888 3.448 0.850 2.198 0.400 0.000 1.300 1.300 3.000 4.482 13.5K0+024.60 2560.135 1.250 2558.885 2555.449 2556.149 2556.299 2558.485 2558.885 2558.885 3.437 0.850 2.187 0.400 0.000 1.300 1.300 3.000 4.467 13.4K0+027.60 2560.135 1.253 2558.882 2555.457 2556.157 2556.307 2558.482 2558.882 2558.882 3.425 0.850 2.175 0.400 0.000 1.300 1.300 3.000 4.453 13.4K0+030.60 2560.135 1.255 2558.880 2555.466 2556.166 2556.316 2558.480 2558.880 2558.880 3.414 0.850 2.164 0.400 0.000 1.300 1.300 3.000 4.439 13.3

Eje pozo SN1430.600

3.473 138.2



excavación total


Volumen de Grava

Relleno Recebo


Relleno SubBase



Con Derrumebes

Material Retirado




61.2 3.8 29.4 138.2 138.2 26.5 85.0 85.0 15.3 15.3 0.0 0.0 138.2 138.2 204.2 38.2

OBSERVACIONES

ABS INI. ABS FIN LARGO ANCHO ALTURA TOTAL REL. B200 SUB BASE BASE0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

TOTAL 0.00 0.00 0.00 0.00






SECTOR: CALLE 4

1


Long. Entre ejesTRAMO: PP511 PN501 Long efectiva de tubería









0.28% Ø 20"


DERRUMBES


2552.000

2553.000

2554.000

2555.000

2556.000

2557.000

2558.000

2559.000

2560.000

K0+000.00 K0+003.00 K0+006.00 K0+009.00 K0+012.60 K0+015.60 K0+018.60 K0+021.60 K0+024.60 K0+027.60 K0+030.60

COTA

ABSCISADO TUBERIA

Esquema Perfil Tramo PP511 PN501


4. RESUMEN CANTIDADES POR TRAMOS

w d x f g h j k m n p q t u

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22) (23)

Nº Tramo Longitud. Entre Ejes (ML)

Longitud tubería 24"

(ML)


(ML)


(ML)ENTIBADO

Entibado (Dosificacion en

Vara, Madera, Metalico)

Demolición asfalto

Reposicion de asfalto

Vol. Excavación (M³)

Vol. Excavación (M³) Incluidos Derrumbes

Volumen de Triturado

Volumen de Arena Relleno Recebo

Relleno Recebo Incluido

Derrumbes

Relleno SubBase

Relleno SubBase Incluido

Derrumbes


Incluido Derrumbes

Volumen Cargue y retiro

(M3)

Volumen Cargue y retiro (M3) Incluido Derrumbes

Volumen Excavacion Manual (M3)

1 PZ 1432-SN 17 29.40 28.20 118.19 3.67 36.66 80.00 80.00 25.39 31.00 31.00 14.66 14.66 0.00 0.00 80.00 80.00

2 SN 17-SN 16 66.60 65.40 357.97 8.50 85.02 236.22 325.98 59.19 126.41 199.05 34.01 51.13 0.00 0.00 236.22 325.98

3 SN 16 - SN 15 31.20 30.00 195.35 3.90 39.00 132.16 206.56 27.02 78.23 136.63 15.60 31.60 0.00 0.00 132.16 206.56

4 SN 15-SN 14 42.60 41.40 258.21 6.00 60.03 192.82 269.76 42.66 112.16 174.98 24.01 38.13 0.00 0.00 192.82 269.76

5 SN 14-SN 13 51.60 50.40 262.46 6.55 65.52 174.79 285.19 45.56 88.70 181.10 26.21 44.21 0.00 0.00 174.79 285.19

6 SN 13-SN 12 23.20 22.00 88.09 2.86 28.60 60.32 129.51 19.75 21.51 73.81 11.44 28.33 0.00 0.00 60.32 129.51

7 SN 12-SN 11 68.30 67.10 337.26 8.72 87.23 221.97 221.97 60.73 110.18 110.18 34.89 34.89 0.00 0.00 221.97 221.97

8 SN 11-SN 10A 7.90 6.70 42.75 0.87 8.71 32.77 89.50 5.85 16.90 66.19 3.48 10.92 0.00 0.00 32.77 89.50

9 SN 10A-SN 10 59.90 58.70 389.82 7.63 76.31 258.49 258.49 56.11 148.08 148.08 30.52 30.52 0.00 0.00 258.49 258.49

10 SN 10-SN 9 63.90 62.70 404.20 8.15 81.51 268.15 268.15 59.96 150.25 150.25 32.60 32.60 0.00 0.00 268.15 268.15

12 SN 9-SN 8 37.80 36.60 189.97 4.76 47.58 128.22 128.22 33.02 64.01 64.01 19.03 19.03 0.00 0.00 128.22 128.22

13 SN 8-SN 6 70.30 69.10 374.32 8.98 89.83 247.41 247.41 62.55 131.02 131.02 35.93 35.93 0.00 0.00 247.41 247.41

14 SN 6-SN 4 94.35 93.15 534.09 12.11 121.10 351.74 351.74 84.41 195.79 195.79 48.44 48.44 0.00 0.00 351.74 351.74

15 SN 4-SN 2 90.50 90.50 558.38 11.61 116.09 367.71 403.97 80.91 217.83 244.95 46.44 55.58 0.00 0.00 367.71 403.97

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

737.55 0.00 721.95 0.00 0.00 4111.06 94.32 943.19 2752.77 3266.44 663.12 0.00 1492.06 1907.02 377.27 475.99 0.00 0.00 2752.77 3266.44 0.00

Longitud. Entre Ejes

(ML)


(ML)


(ML)


(ML)ENTIBADO



Demolición asfalto


Vol. Excavación

(M³)

Vol. Excavación

(M³) Incluidos

Derrumbes


Volumen de Arena

Relleno Recebo


Derrumbes

Relleno SubBase


Derrumbes


Incluido Derrumbes

Volumen Cargue y

retiro (M3)

Volumen Cargue y

retiro (M3) Incluido

Derrumbes


737.55 0.00 721.95 0.00 0.00 4111.06 94.32 943.19 2752.77 3266.44 663.12 0.00 1492.06 1907.02 377.27 475.99 0.00 0.00 2752.77 3266.44 0.00

NOTAS:

RESUMEN CANTIDADES ALCANTARRILLADO SANITARIO CRA 5 INTERVENTORÍA: CONSORCIO EUROCIVIL

SUBTOTALES A FECHA

1). 2). 3).

DESCRIPCIÓN

CANTIDADES A PAGAR PRESENTEACTA

CANTIDADES A PAGAR PRESENTEACTA SUMINISTRO


(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22) (23)



(ML)


(ML)


(ML)ENTIBADO



Demolición asfalto




Incluidos Derrumbes




Derrumbes

Relleno SubBase


Derrumbes


Incluido Derrumbes


(M3)



1 PZ 1431-PN 65 20.20 19.00 69.09 2.76 27.55 53.06 53.06 20.70 12.07 12.07 11.02 11.02 0.00 0.00 53.06 53.06

2 PZ 65-PN 64 63.60 62.40 288.71 9.05 90.48 212.63 272.54 68.84 84.45 131.46 36.19 49.09 0.00 0.00 212.63 272.54

3 PZ 64 PN 63A 13.50 12.30 76.56 1.78 17.94 60.72 103.03 13.37 31.07 67.93 7.18 12.64 0.00 0.00 60.72 103.03

4 PZ 63A-PN 63 98.10 96.90 576.85 14.05 140.51 423.31 474.71 107.11 224.32 265.42 56.20 66.50 0.00 0.00 423.31 474.71

5 PZ 63-PN 62 101.30 100.10 639.31 14.51 145.15 468.97 655.08 110.66 263.20 406.04 58.06 101.33 0.00 0.00 468.97 655.08

6 PZ 62-PN 61A 26.20 25.00 210.29 3.63 36.25 159.74 159.74 27.36 102.44 102.44 14.50 14.50 0.00 0.00 159.74 159.74

7 PZ 61A-PN 60 57.80 56.60 465.12 7.36 73.58 309.37 309.37 54.09 200.78 200.78 29.43 29.43 0.00 0.00 309.37 309.37

8 PZ 60-PN 59 46.70 45.50 341.05 5.92 59.15 227.68 227.68 43.41 140.05 140.05 23.66 23.66 0.00 0.00 227.68 227.68

9 PZ 59-PN 58 54.70 53.50 391.19 6.96 69.55 260.04 260.04 51.11 158.30 158.30 27.82 27.82 0.00 0.00 260.04 260.04

10 PZ 58-PN 57 49.40 48.20 336.12 6.27 62.66 224.02 224.02 46.01 132.00 132.00 25.06 25.06 0.00 0.00 224.02 224.02

12 PZ 57-PN 56 45.00 43.80 290.12 5.69 56.94 193.92 310.80 39.56 117.40 212.56 22.78 44.50 0.00 0.00 193.92 310.80

13 PZ 56-PN 55 51.00 49.80 323.70 6.47 64.74 215.56 312.62 45.02 129.48 213.60 25.90 38.84 0.00 0.00 215.56 312.62

14 PZ 55-PN 54 62.10 60.90 281.81 7.92 79.17 187.31 187.31 55.10 84.21 84.21 31.67 31.67 0.00 0.00 187.31 187.31

15 PZ 54-PN 53 32.70 32.70 160.14 4.10 40.95 105.29 105.29 28.39 52.90 52.90 16.38 16.38 0.00 0.00 105.29 105.29

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

722.30 315.70 391.00 0.00 0.00 4450.04 96.45 964.61 3101.61 3655.29 710.74 0.00 1732.68 2179.77 385.84 492.44 0.00 0.00 3101.61 3655.29 0.00


(ML)


(ML)


(ML)


(ML)ENTIBADO



Demolición asfalto


Vol. Excavación

(M³)

Vol. Excavación

(M³) Incluidos

Derrumbes


Volumen de Arena

Relleno Recebo


Derrumbes

Relleno SubBase


Derrumbes


Incluido Derrumbes

Volumen Cargue y

retiro (M3)

Volumen Cargue y


Derrumbes


722.30 315.70 391.00 0.00 0.00 4450.04 96.45 964.61 3101.61 3655.29 710.74 0.00 1732.68 2179.77 385.84 492.44 0.00 0.00 3101.61 3655.29 0.00

NOTAS:

RESUMEN CANTIDADES ALCANTARRILLADO PLUVIAL CRA 5 INTERVENTORÍA: CONSORCIO EUROCIVIL

SUBTOTALES A FECHA

1). 2). 3).

DESCRIPCIÓN

CANTIDADES A PAGAR PRESENTE ACTA

CANTIDADES A PAGAR PRESENTE ACTA SUMINISTRO


(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22) (23)



(ML)


(ML)


(ML)ENTIBADO



Demolición asfalto




Incluidos Derrumbes




Derrumbes

Relleno SubBase


Derrumbes


Incluido Derrumbes


(M3)



1 PP 4-PP494 100.90 99.70 755.61 12.96 129.61 496.70 496.70 90.36 329.13 329.13 51.84 51.84 0.00 0.00 496.70 496.70

2 PP 494-PP 500 50.60 49.40 384.29 6.42 64.22 255.92 255.92 44.65 169.52 169.52 25.69 25.69 0.00 0.00 255.92 255.92

3 PP500- PP511 55.00 53.80 396.33 6.99 69.94 263.40 263.40 48.65 170.19 170.19 27.98 27.98 0.00 0.00 263.40 263.40

4 PP511 PN501 30.60 29.40 204.24 3.82 38.22 138.19 138.19 26.48 84.98 84.98 15.29 15.29 0.00 0.00 138.19 138.19

5

6

7

8

9

10

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

237.10 0.00 232.30 0.00 0.00 1740.48 30.20 301.99 1154.21 1154.21 210.14 0.00 753.82 753.82 120.80 120.80 0.00 0.00 1154.21 1154.21 0.00


(ML)


(ML)


(ML)


(ML)ENTIBADO



Demolición asfalto


Vol. Excavación

(M³)

Vol. Excavación

(M³) Incluidos

Derrumbes


Volumen de Arena

Relleno Recebo


Derrumbes

Relleno SubBase


Derrumbes


Incluido Derrumbes

Volumen Cargue y

retiro (M3)

Volumen Cargue y


Derrumbes


237.10 0.00 232.30 0.00 0.00 1740.48 30.20 301.99 1154.21 1154.21 210.14 0.00 753.82 753.82 120.80 120.80 0.00 0.00 1154.21 1154.21 0.00

NOTAS:

RESUMEN CANTIDADES ALCANTARRILLADO PLUVIAL CALLE 4 INTERVENTORÍA: CONSORCIO EUROCIVIL

SUBTOTALES A FECHA

1). 2). 3).

DESCRIPCIÓN

CANTIDADES A PAGAR PRESENTE ACTA

CANTIDADES A PAGAR PRESENTE ACTA SUMINISTRO

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