frente 02 unitario
Post on 14-Apr-2016
228 Views
Preview:
DESCRIPTION
TRANSCRIPT
limpieza de alcantarillas21+914 17+601 10 4+313 Limpieza de alcantarilla Prog 17+60122+000 20+789 9 1+211 Limpieza de alcantarilla Prog 20+78922+000 20+346 8 1+654 Limpieza de alcantarilla Prog 20+34622+000 21+896 7 0+104 Limpieza de alcantarilla Prog 21+89622+000 21+718 6 0+282 Limpieza de alcantarilla Prog 21+71822+000 21+496 5 0+504 Limpieza de alcantarilla Prog 21+49622+000 21+329 4 0+671 Limpieza de alcantarilla Prog 21+32922+000 21+261 3 0+739 Limpieza de alcantarilla Prog 21+26122+000 21+089 2 0+911 Limpieza de alcantarilla Prog 21+08922+000 21+026 1 0+974 Limpieza de alcantarilla Prog 21+026
alcantarillas proyectadas22+000 8+500 7 13+500
22+000 8+600 6 13+400
22+000 13+886 5 8+114
22+000 15+235 4 6+765
22+000 17+329 3 4+671
22+000 18+077 2 3+923
22+000 20+737 1 1+263
alcantarillas en el plano22+000 8+500 1 13+500
22+000 8+600 2 13+400
22+000 11+500 3 10+500
22+000 13+488 4 8+512
22+000 13+550 5 8+450
22+000 15+235 6 6+765
22+000 16+750 5+250 vaden22+000 17+329 7 4+671
22+000 18+077 8 3+923
22+000 18+350 3+650 vaden22+000 18+850 9 3+150
22+000 19+500 10 2+500
22+000 20+737 11 1+263
22+000 21+305 12 0+695
22+000 x
22+000 x
22+000 21+500 13 0+500
Ubicación de muros de contension Ubicación de muros de contension0+020 0+070 MC-01 D 0+0200+195 0+250 MC-03 D0+430 0+445 MC-03 D 0+8200+630 0+665 MC-03 D 0+8600+820 0+840 MC-02 D 1+6200+860 0+880 MC-02 D 2+4051+050 1+090 MC-03 D 3+4901+140 1+160 MC-03 D 6+3601+480 1+510 MC-03 D1+620 1+640 MC-02 D 0+1951+760 1+900 MC-03 I 0+4302+060 2+120 MC-03 D 0+6302+210 2+240 MC-03 D 1+0502+405 2+460 MC-02 I 1+1403+490 3+530 MC-02 I 1+4803+610 3+630 MC-03 I 1+7604+380 4+400 MC-03 I 2+0604+770 4+790 MC-03 I 2+210
6+360 6+420 MC-02 I 3+6106+780 6+820 MC-03 D 4+3807+100 7+120 MC-03 D 4+770
6+7807+100
Ubicación de muros de contension0+070 MC-01 D
0+840 MC-02 D0+880 MC-02 D1+640 MC-02 D2+460 MC-02 I3+530 MC-02 I6+420 MC-02 I
0+250 MC-03 D0+445 MC-03 D0+665 MC-03 D1+090 MC-03 D1+160 MC-03 D1+510 MC-03 D1+900 MC-03 I2+120 MC-03 D2+240 MC-03 D
3+630 MC-03 I4+400 MC-03 I4+790 MC-03 I6+820 MC-03 D7+120 MC-03 D
HOJA DE METRADOS
01.01 OBRAS PROVISIONALES
PROYECTO : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
TRAMO I : CALACOA - TIXANI ENTIDAD : INSTITUTO VIAL PROVINCIAL - MOQUEGUAFECHA : Moquegua, Octubre 2011
01.01.01 CARTEL DE IDENTIFICACION DE OBRA
PROGRESIVA CANTIDAD PARCIAL
EXPLANACIONES53+670 1.00 1.0075+245 1.00 1.00
TOTAL UNIDADES 2.00
01.01.02 CAMPAMENTO, OFICINAS, ALMACENES DE OBRA,
DESCRIPCION LARGO ANCHO AREA M2
OFICINAS 5.00 5.00 25.00CAMPAMENTO 7.00 20.00 140.00
ALMACEN 9.00 15.00 135.00
TOTAL M2 300.00
ACTIVIDAD para la construccion del campamento UNIDAD METRADO
TABIQUERIA DE MADERA M2 100.80COBERTURA DE CALAMINA M2 75.00PUERTAS M2 7.20INSTALACIONES SANITARIAS EST 1.00INSTALACIONES ELECTRICAS EST 1.00BISAGRAS UNIDAD 15.00CERRADURA DE PUERTAS UNIDAD 2.00LIMPIEZA DE TERRENO M2 200.00CONCRETO FALSO PISO H=4" M2 75.00CENTRO DE LUZ PTO 6.00TOMACORRIENTE PTO 5.00LINEA DE CONDUCCION ELECTRICA M 50.00SALIDA DE DESAGUE PVC 2" PTO 2.00SALIDA DE DESAGUE PVC 4" PTO 2.00TUBERIA PVC 2" M 10.00TUBERIA PVC 4" M 20.00RED DE DISTRIBUCION PVC 1/2" M2 20.00VALVULAS PARA AGUA 1/2" UNIDAD 2.00INODORO UNIDAD 2.00LAVATORIO UNIDAD 2.00EXCAVACION NO CLASIFICADA M3 20.00
01.01.05 MOVILIZACION Y DESMOVILIZACION DE EQUIPO Y MAQUINARIA
EQUIPO TRANSPORTADO UNIDAD CANTIDAD
COMPRESORA NEUMATICA VJE 2.00MINICARGADOR VJE 2.00RODILLO TAMDEM VJE 2.00RODILLO NEUMATICO VJE 2.00EQUIPOS MENORES VJE 2.00RODILLO LISO AUTOPROPULSADO VJE 2.00CARGADOR RETROESCAVADOR VJE 2.00CARGADOR FRONTAL VJE 2.00TRACTOR SOBRE ORUGAS VJE 2.00PAVIMENTADORA VJE 2.00MOTONIVELADORA VJE 0.00EXCAVADORA SOBRE ORUGAS VJE 0.00
MUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
HOJA DE METRADOS
01.01 OBRAS PROVISIONALESMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
EQUIPO AUTO PROPULSADO UNIDAD CANTIDAD
VOLQUETE 15 M3 VJE 5.00CAMION CISTERNA VJE 2.00CAMION IMPRIMADOR VJE 2.00 1.00
01.01.06 TRANSPORTE DE MATERIALES - VARIOS
CARGA LIQUIDA UNIDAD CANTIDAD
COMBUSTIBLE GLN 100,993.00LIQUIDOS ASFALTICOS GLN 180,716.00 14,500.00
CARGA GENERAL UNIDAD CANTIDAD
MATERIALES DE CONSTRUCCION KG 1,043,486.00 1,043,486.00MATERIALES GRANULARES AGREGADOS M3 10,358.00 10,358.00MATERIALES VARIOS VJE 9.00 9.00 1.00
01.01.07 SEGURIDAD INDUSTRIAL
CARGA LIQUIDA UNIDAD CANTIDAD
IMPLENTOS DE SEGURIDAD GLB 0.33EQUIPOS Y MATERIALES DE SEGURIDAD GLB 0.33SEÑALIZACION Y SEGURIDAD GLB 0.33 1.00
HOJA DE METRADOS
01.02 OBRAS PRELIMINARES
PROYECTO : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
TRAMO I : CALACOA - TIXANI
ENTIDAD : INSTITUTO VIAL PROVINCIAL - MOQUEGUA
FECHA : Moquegua, Octubre 2011
01.02.01 TRAZO Y REPLANTEO TOPOGRAFICO
PROGRESIVALONGITUD KM KM
DEL KM. AL KM.53+670 75+245 21.58 21.58
TOTAL KM 21.58
01.02.02 CONTROL TOPOGRAFICO PERMANENTE EN OBRA
PROGRESIVALONGITUD KM KM
DEL KM. AL KM.53+670 75+245 21.58 21.58
TOTAL KM 21.58
01.02.03 CONTROL DE CALIDAD DURANTE EL PROCESO
PROGRESIVACONTROL GLB. KM
DEL KM. AL KM.53+670 75+245 1.00 1.00
TOTAL GLOBAL 1.00
01.02.04 ROCE R=500M2/DIA
PROGRESIVALONGITUD ANCHO AREA
DEL KM. AL KM.53+670 54+670 1,000.00 4.50 4,500.00
54+670 55+670 1,000.00 4.50 4,500.00
55+670 56+170 500.00 4.50 2,250.00
TOTAL M2 11,250.00
MUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
HOJA DE METRADOS
: ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
CALACO - TIXANI
CALACO - TIXANI
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
53+670 0.00 0.000 0.000
53+680 10.00 5.289 0.000 13.222 0.000 0.000 16.527 0.000 0.000
53+690 10.00 1.525 0.497 34.069 1.242 0.000 0.000 42.586 0.000 0.000 1.615
53+710 20.00 1.371 0.179 28.958 6.756 0.000 0.000 36.197 0.000 0.000 8.783
53+720 10.00 1.692 0.718 15.315 4.483 0.000 0.000 19.143 0.000 0.000 5.827
53+730 10.00 4.193 0.000 29.423 1.795 0.000 0.000 36.779 0.000 0.000 2.333
53+740 10.00 3.655 0.000 39.240 0.001 0.000 0.000 49.050 0.000 0.000 0.001
53+750 10.00 3.445 0.000 35.503 0.001 0.000 0.000 44.379 0.000 0.000 0.001
53+760 10.00 2.739 0.025 30.922 0.062 0.000 0.000 38.652 0.000 0.000 0.081
53+770 10.00 1.863 0.000 23.009 0.062 0.000 0.000 28.762 0.000 0.000 0.081
53+780 10.00 2.834 0.000 23.482 0.000 0.000 29.353 0.000 0.000
53+790 10.00 5.966 0.000 43.999 0.000 0.000 54.999 0.000 0.000
53+800 10.00 4.898 0.000 54.322 0.000 0.000 67.903 0.000 0.000
53+810 10.00 3.449 0.000 41.736 0.000 0.000 52.170 0.000 0.000
53+820 10.00 2.215 0.157 28.318 0.393 0.000 0.000 35.398 0.000 0.000 0.511
53+830 10.00 4.022 0.003 31.182 0.803 0.000 0.000 38.977 0.000 0.000 1.043
53+840 10.00 2.197 0.087 31.093 0.449 0.000 0.000 38.866 0.000 0.000 0.584
53+850 10.00 1.772 0.000 19.847 0.216 0.000 0.000 24.808 0.000 0.000 0.281
53+870 20.00 1.402 0.014 31.747 0.072 6.349 6.349 19.842 8.254 8.889 0.093
53+880 10.00 1.990 0.460 16.962 2.370 5.089 3.392 10.601 6.615 4.749 3.081
53+890 10.00 1.807 0.113 18.984 2.861 5.695 3.797 11.865 7.404 5.316 3.720
53+910 20.00 5.400 0.000 72.071 0.563 21.621 14.414 45.044 28.108 20.180 0.731
53+920 10.00 6.437 0.000 59.184 17.755 11.837 36.990 23.082 16.572
53+930 10.00 6.120 0.000 62.782 18.834 12.556 39.239 24.485 17.579
53+940 10.00 4.779 0.004 54.494 0.010 16.348 10.899 34.059 21.253 15.258 0.013
53+950 10.00 5.838 0.000 53.084 0.010 15.925 10.617 33.177 20.703 14.863 0.013
53+970 20.00 9.409 0.911 152.472 4.556 45.742 30.494 95.295 59.464 42.692 5.922
53+990 20.00 6.408 0.005 158.173 9.161 47.452 31.635 98.858 61.687 44.288 11.909
54+010 20.00 7.464 0.005 138.718 0.096 41.615 27.744 86.699 54.100 38.841 0.125
54+030 20.00 3.506 0.001 109.700 0.055 32.910 21.940 68.562 42.783 30.716 0.071
54+050 20.00 8.882 0.495 123.884 4.961 37.165 24.777 77.428 48.315 34.688 6.449
54+060 10.00 3.875 0.024 63.788 2.596 19.137 12.758 39.868 24.878 17.861 3.375
54+070 10.00 4.361 0.633 41.180 3.286 12.354 8.236 25.738 16.060 11.530 4.272
54+090 20.00 6.307 0.000 106.679 3.167 32.004 21.336 66.675 41.605 29.870 4.117
54+110 20.00 5.403 0.000 117.097 35.129 23.419 73.186 45.668 32.787
54+130 20.00 5.652 0.000 110.550 33.165 22.110 69.094 43.114 30.954
54+140 10.00 1.263 0.167 34.577 0.419 10.373 6.915 21.611 13.485 9.682 0.544
54+150 10.00 2.362 0.763 18.123 4.654 5.437 3.625 11.327 7.068 5.075 6.050
54+160 10.00 3.058 0.151 27.100 4.571 8.130 5.420 16.937 10.569 7.588 5.942
54+170 10.00 2.489 0.915 27.737 5.327 8.321 5.547 17.336 10.818 7.766 6.925
54+190 20.00 2.478 3.028 49.669 39.428 14.901 9.934 31.043 19.371 13.907 51.256
54+210 20.00 5.289 0.000 77.665 15.141 23.300 15.533 48.541 30.289 21.746 19.683
54+230 20.00 11.650 0.000 169.390 50.817 33.878 105.868 66.062 47.429
54+240 10.00 0.000 0.000 29.125 8.738 5.825 18.203 11.359 8.155
54+250 10.00 16.435 0.000 41.087 12.326 8.217 25.680 16.024 11.504
54+270 20.00 12.164 0.000 285.985 85.796 57.197 178.741 111.534 80.076
54+280 10.00 12.692 0.000 124.277 37.283 24.855 77.673 48.468 34.798
54+290 10.00 11.765 0.000 122.284 36.685 24.457 76.427 47.691 34.239
54+300 10.00 13.241 0.000 125.028 37.508 25.006 78.143 48.761 35.008
54+310 10.00 20.774 0.000 170.074 51.022 34.015 106.296 66.329 47.621
54+330 20.00 23.208 0.000 439.821 131.946 87.964 274.888 171.530 123.150
54+340 10.00 22.807 0.000 230.075 69.022 46.015 143.797 89.729 64.421
54+350 10.00 30.285 0.000 265.461 79.638 53.092 165.913 103.530 74.329
54+360 10.00 32.417 0.000 313.513 94.054 62.703 195.946 122.270 87.784
54+370 10.00 24.391 0.000 284.039 85.212 56.808 177.525 110.775 79.531
54+390 20.00 13.725 0.000 381.151 114.345 76.230 238.220 148.649 106.722
54+410 20.00 10.888 0.000 246.130 73.839 49.226 153.832 95.991 68.917
54+420 10.00 8.672 0.000 97.803 29.341 19.561 61.127 38.143 27.385
54+430 10.00 11.221 0.000 99.468 29.840 19.894 62.167 38.793 27.851
54+450 20.00 24.873 0.000 360.946 108.284 72.189 225.591 140.769 101.065
54+470 20.00 11.056 0.000 359.292 107.788 71.858 224.557 140.124 100.602
54+490 20.00 0.000 3.411 55.280 17.057 16.584 11.056 34.550 21.559 15.478 22.174
54+500 10.00 0.000 5.595 45.033 58.543
54+510 10.00 0.000 1.320 34.576 44.949
54+530 20.00 3.052 0.000 15.258 6.600 4.577 3.052 9.536 5.950 4.272 8.580
54+540 10.00 5.283 0.000 41.674 12.502 8.335 26.046 16.253 11.669
54+550 10.00 9.961 0.000 76.222 22.867 15.244 47.639 29.727 21.342
54+560 10.00 10.899 0.000 104.298 31.290 20.860 65.187 40.676 29.204
54+570 10.00 14.576 0.000 127.371 38.211 25.474 79.607 49.675 35.664
54+590 20.00 12.947 0.000 275.223 82.567 55.045 172.015 107.337 77.063
54+610 20.00 19.244 0.000 321.911 96.573 64.382 201.195 125.545 90.135
54+620 10.00 24.757 0.000 220.008 66.002 44.002 137.505 85.803 61.602
54+630 10.00 16.675 0.000 207.161 62.148 41.432 129.476 80.793 58.005
54+640 10.00 15.546 0.000 161.106 48.332 32.221 100.692 62.831 45.110
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
54+650 10.00 18.507 0.000 170.265 51.080 34.053 106.416 66.403 47.674
54+660 10.00 20.229 0.000 193.680 58.104 38.736 121.050 75.535 54.231
54+670 10.00 16.693 0.000 184.610 55.383 36.922 115.381 71.998 51.691
54+690 20.00 8.418 0.000 251.112 75.334 50.222 156.945 97.934 70.311
54+710 20.00 2.646 0.004 110.645 0.019 33.193 22.129 69.153 43.152 30.981 0.024
54+730 20.00 2.275 0.006 49.206 0.100 14.762 9.841 30.754 19.190 13.778 0.130
54+750 20.00 15.918 0.062 181.923 0.681 54.577 36.385 113.702 70.950 50.938 0.886
54+770 20.00 22.021 0.000 379.390 0.309 113.817 75.878 237.119 147.962 106.229 0.402
54+790 20.00 13.243 0.000 352.644 105.793 70.529 220.402 137.531 98.740
54+810 20.00 6.582 0.065 198.251 0.326 59.475 39.650 123.907 77.318 55.510 0.424
54+820 10.00 3.085 2.371 48.334 12.183 14.500 9.667 30.208 18.850 13.533 15.837
54+830 10.00 5.534 0.544 43.093 14.575 12.928 8.619 26.933 16.806 12.066 18.948
54+840 10.00 11.455 0.000 84.947 1.359 25.484 16.989 53.092 33.129 23.785 1.767
54+850 10.00 19.652 0.000 155.537 46.661 31.107 97.211 60.660 43.550
54+860 10.00 29.381 0.000 245.164 73.549 49.033 153.228 95.614 68.646
54+870 10.00 33.443 0.000 314.119 94.236 62.824 196.324 122.506 87.953
54+890 20.00 41.825 0.000 752.675 225.802 150.535 470.422 293.543 210.749
54+910 20.00 38.176 0.000 800.006 240.002 160.001 500.004 312.002 224.002
54+930 20.00 32.568 0.000 707.438 212.231 141.488 442.149 275.901 198.083
54+950 20.00 29.271 0.000 618.385 185.516 123.677 386.491 241.170 173.148
54+970 20.00 26.604 0.000 558.745 167.624 111.749 349.216 217.911 156.449
54+990 20.00 24.488 0.000 510.915 153.274 102.183 319.322 199.257 143.056
55+010 20.00 23.131 0.000 476.185 142.855 95.237 297.615 185.712 133.332
55+030 20.00 20.673 0.000 438.038 131.411 87.608 273.774 170.835 122.651
55+050 20.00 16.640 0.000 373.133 111.940 74.627 233.208 145.522 104.477
55+070 20.00 11.293 0.000 279.328 83.798 55.866 174.580 108.938 78.212
55+090 20.00 10.555 0.000 218.476 65.543 43.695 136.548 85.206 61.173
55+110 20.00 6.573 0.001 171.277 0.006 51.383 34.255 107.048 66.798 47.957 0.008
55+130 20.00 9.827 0.000 163.997 0.006 49.199 32.799 102.498 63.959 45.919 0.008
55+150 20.00 8.091 0.225 179.182 1.123 53.755 35.836 111.989 69.881 50.171 1.460
55+170 20.00 6.262 0.051 143.533 2.758 43.060 28.707 89.708 55.978 40.189 3.585
55+190 20.00 4.598 0.000 108.604 0.256 32.581 21.721 67.878 42.356 30.409 0.333
55+210 20.00 1.309 0.377 59.067 1.886 17.720 11.813 36.917 23.036 16.539 2.452
55+230 20.00 4.090 0.748 53.988 11.248 16.197 10.798 33.743 21.056 15.117 14.623
55+240 10.00 2.028 0.761 30.593 7.545 9.178 6.119 19.120 11.931 8.566 9.809
55+250 10.00 0.000 4.599 5.071 26.803 1.521 1.014 3.169 1.977 1.420 34.844
55+260 10.00 0.292 2.019 0.731 33.090 0.219 0.146 0.457 0.285 0.205 43.017
55+270 10.00 0.000 2.329 0.731 21.737 0.219 0.146 0.457 0.285 0.205 28.258
55+290 20.00 0.000 0.357 26.852 34.908
55+300 10.00 2.563 0.195 6.407 2.757 1.922 1.281 4.005 2.499 1.794 3.584
55+310 10.00 5.914 0.000 42.382 0.487 12.715 8.476 26.489 16.529 11.867 0.633
55+320 10.00 7.652 0.000 67.828 20.348 13.566 42.392 26.453 18.992
55+330 10.00 8.694 0.000 81.731 24.519 16.346 51.082 31.875 22.885
55+340 10.00 8.921 0.000 88.076 26.423 17.615 55.047 34.350 24.661
55+350 10.00 8.956 0.000 89.385 26.816 17.877 55.866 34.860 25.028
55+360 10.00 5.832 0.000 73.939 22.182 14.788 46.212 28.836 20.703
55+370 10.00 18.167 0.000 119.993 35.998 23.999 74.996 46.797 33.598
55+380 10.00 19.495 0.000 188.309 56.493 37.662 117.693 73.441 52.727
55+390 10.00 12.049 0.076 157.718 0.191 47.315 31.544 98.574 61.510 44.161 0.248
55+410 20.00 5.797 1.110 178.455 11.866 53.536 35.691 111.534 69.597 49.967 15.426
55+430 20.00 8.689 0.859 144.857 19.689 43.457 28.971 90.536 56.494 40.560 25.595
55+450 20.00 2.421 0.000 111.102 4.293 33.331 22.220 69.439 43.330 31.109 5.581
55+470 20.00 5.337 0.000 77.585 23.276 15.517 48.491 30.258 21.724
55+480 10.00 14.710 0.000 100.234 30.070 20.047 62.646 39.091 28.065
55+490 10.00 19.488 0.000 170.989 51.297 34.198 106.868 66.686 47.877
55+500 10.00 7.804 0.000 136.459 40.938 27.292 85.287 53.219 38.209
55+510 10.00 2.422 0.000 51.128 15.338 10.226 31.955 19.940 14.316
55+530 20.00 7.798 0.000 102.198 30.659 20.440 63.874 39.857 28.615
55+550 20.00 5.102 1.371 128.994 6.856 38.698 25.799 80.621 50.308 36.118 8.912
55+560 10.00 5.199 1.662 51.502 15.167 15.451 10.300 32.189 20.086 14.421 19.717
55+570 10.00 2.474 1.661 38.364 16.617 11.509 7.673 23.977 14.962 10.742 21.602
55+580 10.00 4.095 0.156 32.844 9.084 9.853 6.569 20.528 12.809 9.196 11.809
55+590 10.00 5.756 0.000 49.256 0.389 14.777 9.851 30.785 19.210 13.792 0.506
55+600 10.00 2.415 0.792 40.856 1.979 12.257 8.171 25.535 15.934 11.440 2.573
55+610 10.00 4.207 1.033 33.109 9.123 9.933 6.622 20.693 12.912 9.270 11.860
55+630 20.00 5.468 0.187 96.742 12.196 29.023 19.348 60.464 37.729 27.088 15.855
55+650 20.00 0.000 2.964 27.338 31.502 8.201 5.468 17.086 10.662 7.655 40.952
55+670 20.00 0.000 8.050 110.139 143.181
55+680 10.00 0.000 3.527 57.887 75.253
55+690 10.00 9.440 0.000 23.600 8.818 7.080 4.720 14.750 9.204 6.608 11.463
55+700 10.00 11.066 0.000 102.529 30.759 20.506 64.080 39.986 28.708
55+710 10.00 20.197 0.000 156.315 46.895 31.263 97.697 60.963 43.768
55+730 20.00 15.223 0.000 354.205 106.261 70.841 221.378 138.140 99.177
55+750 20.00 8.505 0.000 237.278 71.183 47.456 148.298 92.538 66.438
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
55+770 20.00 7.893 0.000 163.977 49.193 32.795 102.486 63.951 45.914
55+790 20.00 2.321 1.123 102.138 5.617 30.641 20.428 63.836 39.834 28.599 7.302
55+810 20.00 7.763 0.039 100.838 11.624 30.251 20.168 63.024 39.327 28.235 15.111
55+830 20.00 14.934 0.000 226.972 0.195 68.092 45.394 141.858 88.519 63.552 0.253
55+840 10.00 15.187 0.000 150.606 45.182 30.121 94.128 58.736 42.170
55+850 10.00 16.270 0.000 157.285 47.186 31.457 98.303 61.341 44.040
55+860 10.00 12.659 0.000 144.646 43.394 28.929 90.404 56.412 40.501
55+870 10.00 11.566 0.000 121.128 36.338 24.226 75.705 47.240 33.916
55+890 20.00 6.989 1.337 185.553 6.687 55.666 37.111 115.971 72.366 51.955 8.694
55+900 10.00 4.556 3.005 57.725 21.712 17.318 11.545 36.078 22.513 16.163 28.226
55+910 10.00 3.766 3.635 41.609 33.201 12.483 8.322 26.006 16.228 11.651 43.161
55+930 20.00 0.343 5.563 41.089 91.984 12.327 8.218 25.680 16.025 11.505 119.579
55+950 20.00 10.243 0.027 105.858 55.897 31.757 21.172 66.161 41.285 29.640 72.666
55+960 10.00 37.351 0.000 237.967 0.066 71.390 47.593 148.729 92.807 66.631 0.086
55+970 10.00 32.950 0.000 351.506 105.452 70.301 219.691 137.087 98.422
55+980 10.00 46.967 0.000 399.586 119.876 79.917 249.741 155.839 111.884
55+990 10.00 46.898 0.000 469.323 140.797 93.865 293.327 183.036 131.410
56+010 20.00 46.827 0.000 937.252 281.175 187.450 585.782 365.528 262.430
56+030 20.00 36.639 0.000 834.661 250.398 166.932 521.663 325.518 233.705
56+050 20.00 26.902 0.000 635.404 190.621 127.081 397.127 247.808 177.913
56+070 20.00 8.445 0.000 353.464 106.039 70.693 220.915 137.851 98.970
56+080 10.00 7.342 0.000 78.935 23.681 15.787 49.335 30.785 22.102
56+090 10.00 4.833 0.000 60.875 18.262 12.175 38.047 23.741 17.045
56+100 10.00 6.470 0.000 56.511 16.953 11.302 35.320 22.039 15.823
56+110 10.00 10.159 0.000 83.145 24.943 16.629 51.965 32.426 23.281
56+130 20.00 11.231 0.000 213.902 64.170 42.780 133.688 83.422 59.892
56+150 20.00 10.259 0.000 214.900 64.470 42.980 134.313 83.811 60.172
56+170 20.00 13.370 0.000 236.288 70.886 47.258 147.680 92.152 66.161
56+190 20.00 19.005 0.000 323.745 97.123 64.749 202.341 126.260 90.649
56+210 20.00 19.610 0.000 386.143 115.843 77.229 241.340 150.596 108.120
56+220 10.00 19.619 0.000 196.141 58.842 39.228 122.588 76.495 54.919
56+230 10.00 20.671 0.000 201.446 60.434 40.289 125.904 78.564 56.405
56+240 10.00 21.433 0.000 210.518 63.155 42.104 131.574 82.102 58.945
56+250 10.00 21.955 0.000 216.938 65.081 43.388 135.586 84.606 60.743
56+260 10.00 25.043 0.000 234.989 70.497 46.998 146.868 91.646 65.797
56+270 10.00 26.566 0.000 258.045 77.413 51.609 161.278 100.637 72.253
56+290 20.00 33.583 0.000 601.483 180.445 120.297 375.927 234.578 168.415
56+310 20.00 32.614 0.000 661.966 198.590 132.393 413.729 258.167 185.351
56+320 10.00 30.628 0.000 316.212 94.864 63.242 197.633 123.323 88.539
56+330 10.00 28.375 0.000 295.019 88.506 59.004 184.387 115.057 82.605
56+350 20.00 28.510 0.000 568.855 170.657 113.771 355.534 221.854 159.279
56+370 20.00 24.261 0.000 527.706 158.312 105.541 329.816 205.805 147.758
56+390 20.00 19.425 0.000 436.855 131.057 87.371 273.034 170.373 122.319
56+410 20.00 13.220 0.000 326.446 97.934 65.289 204.028 127.314 91.405
56+430 20.00 12.678 0.000 258.977 77.693 51.795 161.860 101.001 72.513
56+450 20.00 13.664 0.000 263.421 79.026 52.684 164.638 102.734 73.758
56+470 20.00 15.655 0.000 293.189 87.957 58.638 183.243 114.344 82.093
56+490 20.00 16.857 0.000 325.120 97.536 65.024 203.200 126.797 91.034
56+510 20.00 14.380 0.000 312.372 93.712 62.474 195.233 121.825 87.464
56+530 20.00 13.069 0.000 274.496 82.349 54.899 171.560 107.053 76.859
56+550 20.00 20.361 0.000 334.307 100.292 66.861 208.942 130.380 93.606
56+570 20.00 17.655 0.000 380.167 114.050 76.033 237.604 148.265 106.447
56+590 20.00 13.249 0.000 309.043 92.713 61.809 193.152 120.527 86.532
56+610 20.00 10.547 0.000 237.958 71.387 47.592 148.724 92.803 66.628
56+630 20.00 11.506 0.000 220.528 66.158 44.106 137.830 86.006 61.748
56+650 20.00 0.970 1.411 124.755 7.057 37.427 24.951 77.972 48.655 34.931 9.174
56+670 20.00 0.000 3.705 4.848 51.164 1.454 0.970 3.030 1.891 1.357 66.514
56+690 20.00 0.000 4.746 84.510 109.863
56+710 20.00 0.000 5.958 107.044 139.157
56+730 20.00 0.000 4.996 109.540 142.401
56+750 20.00 1.253 0.023 6.265 50.183 1.879 1.253 3.915 2.443 1.754 65.238
56+760 10.00 4.026 0.000 26.397 0.057 7.919 5.279 16.498 10.295 7.391 0.074
56+770 10.00 7.182 0.000 56.041 16.812 11.208 35.026 21.856 15.692
56+780 10.00 8.992 0.000 80.868 24.260 16.174 50.543 31.539 22.643
56+790 10.00 10.431 0.000 97.116 29.135 19.423 60.697 37.875 27.192
56+800 10.00 11.432 0.000 109.318 32.795 21.864 68.324 42.634 30.609
56+810 10.00 11.848 0.000 116.403 34.921 23.281 72.752 45.397 32.593
56+830 20.00 8.011 0.000 198.591 59.577 39.718 124.119 77.450 55.605
56+850 20.00 3.230 0.000 112.407 33.722 22.481 70.254 43.839 31.474
56+860 10.00 0.000 0.855 8.075 2.137 2.422 1.615 5.047 3.149 2.261 2.777
56+870 10.00 0.000 2.442 16.485 21.430
56+880 10.00 0.000 3.141 27.917 36.293
56+890 10.00 0.606 0.989 1.514 20.650 0.454 0.303 0.946 0.591 0.424 26.845
56+900 10.00 2.609 0.000 16.072 2.472 4.822 3.214 10.045 6.268 4.500 3.214
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
56+910 10.00 5.812 0.000 42.102 12.631 8.420 26.314 16.420 11.789
56+930 20.00 9.425 0.000 152.363 45.709 30.473 95.227 59.422 42.662
56+950 20.00 11.663 0.000 210.878 63.264 42.176 131.799 82.243 59.046
56+970 20.00 6.884 0.000 185.472 55.642 37.094 115.920 72.334 51.932
56+980 10.00 2.718 0.000 48.010 14.403 9.602 30.006 18.724 13.443
56+990 10.00 2.516 0.000 26.171 7.851 5.234 16.357 10.206 7.328
57+000 10.00 5.550 0.000 40.331 12.099 8.066 25.207 15.729 11.293
57+010 10.00 5.986 0.000 57.682 17.305 11.536 36.051 22.496 16.151
57+020 10.00 6.317 0.000 61.516 18.455 12.303 38.448 23.991 17.225
57+030 10.00 5.266 0.000 57.915 17.375 11.583 36.197 22.587 16.216
57+040 10.00 4.144 0.000 47.049 14.115 9.410 29.405 18.349 13.174
57+050 10.00 2.741 0.000 34.423 10.327 6.885 21.515 13.425 9.639
57+070 20.00 1.261 0.000 40.021 12.006 8.004 25.013 15.608 11.206
57+090 20.00 4.591 0.000 58.518 17.555 11.704 36.573 22.822 16.385
57+110 20.00 6.371 0.000 109.614 32.884 21.923 68.509 42.750 30.692
57+130 20.00 10.259 0.000 166.299 49.890 33.260 103.937 64.857 46.564
57+140 10.00 7.382 0.000 88.207 26.462 17.641 55.129 34.401 24.698
57+150 10.00 8.201 0.000 77.918 23.375 15.584 48.699 30.388 21.817
57+160 10.00 11.399 0.000 98.002 29.401 19.600 61.251 38.221 27.440
57+170 10.00 13.456 0.000 124.276 37.283 24.855 77.673 48.468 34.797
57+190 20.00 9.382 0.000 228.384 68.515 45.677 142.740 89.070 63.947
57+200 10.00 3.169 0.000 62.755 18.827 12.551 39.222 24.475 17.571
57+210 10.00 0.000 0.707 7.922 1.768 2.377 1.584 4.951 3.090 2.218 2.299
57+220 10.00 0.000 4.751 27.292 35.480
57+230 10.00 0.568 2.264 1.421 35.077 0.426 0.284 0.888 0.554 0.398 45.601
57+250 20.00 12.266 0.000 128.338 11.322 38.501 25.668 80.211 50.052 35.935 14.718
57+270 20.00 5.717 0.000 179.822 53.947 35.964 112.389 70.130 50.350
57+280 10.00 5.673 0.000 56.948 17.084 11.390 35.593 22.210 15.945
57+290 10.00 5.942 0.000 58.074 0.001 17.422 11.615 36.297 22.649 16.261 0.001
57+310 20.00 6.257 0.000 121.988 0.002 36.596 24.398 76.243 47.575 34.157 0.002
57+330 20.00 10.453 0.000 167.098 50.129 33.420 104.436 65.168 46.787
57+350 20.00 13.156 0.000 236.086 70.826 47.217 147.554 92.074 66.104
57+360 10.00 15.023 0.000 140.893 42.268 28.179 88.058 54.948 39.450
57+370 10.00 15.720 0.000 153.716 46.115 30.743 96.072 59.949 43.040
57+390 20.00 10.547 0.000 262.674 78.802 52.535 164.171 102.443 73.549
57+410 20.00 15.014 0.000 255.612 76.684 51.122 159.758 99.689 71.571
57+430 20.00 2.168 0.006 171.817 0.032 51.545 34.363 107.386 67.009 48.109 0.041
57+440 10.00 0.000 4.652 5.419 23.290 1.626 1.084 3.387 2.113 1.517 30.277
57+450 10.00 11.062 0.000 27.654 11.629 8.296 5.531 17.284 10.785 7.743 15.118
57+460 10.00 14.272 0.000 126.668 38.000 25.334 79.168 49.401 35.467
57+470 10.00 12.697 0.000 134.847 40.454 26.969 84.279 52.590 37.757
57+480 10.00 12.512 0.000 126.044 37.813 25.209 78.778 49.157 35.292
57+490 10.00 13.612 0.000 130.618 39.185 26.124 81.636 50.941 36.573
57+510 20.00 19.945 0.000 335.573 100.672 67.115 209.733 130.873 93.960
57+530 20.00 21.931 0.000 418.758 125.627 83.752 261.724 163.316 117.252
57+540 10.00 18.320 0.000 201.252 60.376 40.250 125.783 78.488 56.351
57+550 10.00 12.124 0.000 152.217 0.000 45.665 30.443 95.136 59.365 42.621 0.000
57+560 10.00 13.628 0.000 128.758 0.000 38.627 25.752 80.474 50.216 36.052 0.000
57+570 10.00 17.561 0.000 155.944 46.783 31.189 97.465 60.818 43.664
57+590 20.00 12.262 0.000 298.230 89.469 59.646 186.394 116.310 83.504
57+610 20.00 1.359 0.593 136.215 2.964 40.865 27.243 85.134 53.124 38.140 3.853
57+620 10.00 0.524 0.789 9.415 6.909 2.825 1.883 5.884 3.672 2.636 8.982
57+630 10.00 0.480 1.365 5.018 10.771 1.505 1.004 3.136 1.957 1.405 14.002
57+640 10.00 0.562 0.705 5.208 10.349 1.562 1.042 3.255 2.031 1.458 13.453
57+650 10.00 1.504 0.051 10.331 3.778 3.099 2.066 6.457 4.029 2.893 4.911
57+670 20.00 4.593 0.000 60.970 0.255 18.291 12.194 38.106 23.778 17.072 0.331
57+690 20.00 7.905 0.000 124.973 0.000 0.000 156.216 0.000 0.000
57+710 20.00 6.385 0.000 142.896 0.000 0.000 178.620 0.000 0.000
57+730 20.00 4.299 0.000 106.835 0.000 0.000 133.543 0.000 0.000
57+750 20.00 2.720 0.000 70.183 0.000 0.000 87.729 0.000 0.000
57+770 20.00 1.123 0.000 38.425 0.000 0.000 48.032 0.000 0.000
57+780 10.00 1.084 0.230 11.033 0.576 0.000 0.000 13.791 0.000 0.000 0.748
57+790 10.00 15.121 0.000 81.025 0.576 0.000 0.000 101.281 0.000 0.000 0.748
57+800 10.00 17.224 0.000 161.724 0.000 0.000 202.155 0.000 0.000
57+810 10.00 13.617 0.000 154.202 0.000 0.000 192.752 0.000 0.000
57+820 10.00 8.506 0.000 110.613 0.000 0.000 138.266 0.000 0.000
57+830 10.00 3.922 0.174 62.139 0.435 0.000 0.000 77.674 0.000 0.000 0.566
57+850 20.00 12.942 0.000 168.642 0.871 0.000 0.000 210.803 0.000 0.000 1.132
57+860 10.00 18.748 0.000 158.453 0.000 0.000 198.067 0.000 0.000
57+870 10.00 23.618 0.000 211.831 0.000 0.000 264.788 0.000 0.000
57+890 20.00 25.243 0.000 488.610 0.000 0.000 610.763 0.000 0.000
57+910 20.00 21.434 0.000 466.771 0.000 0.000 583.463 0.000 0.000
57+930 20.00 15.008 0.000 364.416 0.000 0.000 455.520 0.000 0.000
57+950 20.00 12.710 0.000 277.175 0.000 0.000 346.468 0.000 0.000
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
57+970 20.00 11.594 0.000 243.035 0.000 0.000 303.794 0.000 0.000
57+980 10.00 14.483 0.000 130.382 0.000 0.000 162.977 0.000 0.000
57+990 10.00 16.997 0.000 157.396 0.000 0.000 196.744 0.000 0.000
58+000 10.00 18.164 0.000 175.803 0.000 0.000 219.754 0.000 0.000
58+010 10.00 21.894 0.000 200.293 0.000 0.000 250.366 0.000 0.000
58+030 20.00 29.882 0.000 517.768 0.000 0.000 647.210 0.000 0.000
58+040 10.00 35.609 0.000 327.457 0.000 0.000 409.321 0.000 0.000
58+050 10.00 29.931 0.000 327.700 0.000 0.000 409.624 0.000 0.000
58+060 10.00 17.535 0.000 237.328 0.000 0.000 296.660 0.000 0.000
58+070 10.00 17.825 0.000 176.799 0.000 0.000 220.998 0.000 0.000
58+090 20.00 17.524 0.000 353.489 0.000 0.000 441.861 0.000 0.000
58+100 10.00 13.398 0.000 154.611 0.000 0.000 193.264 0.000 0.000
58+110 10.00 8.734 0.038 110.664 0.096 0.000 0.000 138.330 0.000 0.000 0.124
58+120 10.00 4.699 0.000 67.167 0.096 0.000 0.000 83.959 0.000 0.000 0.124
58+130 10.00 4.486 0.000 45.924 0.000 0.000 57.405 0.000 0.000
58+150 20.00 2.513 0.001 69.985 0.006 0.000 0.000 87.481 0.000 0.000 0.007
58+160 10.00 0.686 0.124 15.993 0.625 0.000 0.000 19.991 0.000 0.000 0.813
58+170 10.00 0.562 0.624 6.238 3.738 0.000 0.000 7.797 0.000 0.000 4.859
58+180 10.00 6.998 0.000 37.798 1.559 0.000 0.000 47.247 0.000 0.000 2.027
58+190 10.00 3.660 0.000 53.288 0.000 0.000 66.610 0.000 0.000
58+210 20.00 3.887 0.000 75.467 0.000 0.000 94.333 0.000 0.000
58+230 20.00 4.854 0.000 87.411 0.000 0.000 109.263 0.000 0.000
58+250 20.00 7.024 0.000 118.782 0.000 0.000 148.477 0.000 0.000
58+270 20.00 14.877 0.000 219.013 0.000 0.000 273.767 0.000 0.000
58+290 20.00 24.940 0.057 398.173 0.283 0.000 0.000 497.716 0.000 0.000 0.368
58+300 10.00 18.942 0.000 219.409 0.285 0.000 0.000 274.262 0.000 0.000 0.370
58+310 10.00 12.107 0.000 155.246 0.001 0.000 0.000 194.058 0.000 0.000 0.001
58+320 10.00 9.004 0.000 105.554 0.000 0.000 131.943 0.000 0.000
58+330 10.00 7.865 0.000 84.345 0.000 0.000 105.431 0.000 0.000
58+340 10.00 7.986 0.000 79.255 0.000 0.000 99.068 0.000 0.000
58+350 10.00 8.874 0.000 84.300 0.000 0.000 105.374 0.000 0.000
58+360 10.00 7.295 0.000 80.847 0.000 0.000 101.058 0.000 0.000
58+370 10.00 4.870 0.000 60.823 0.000 0.000 76.029 0.000 0.000
58+380 10.00 3.508 0.000 41.890 0.000 0.000 52.363 0.000 0.000
58+390 10.00 3.052 0.000 32.801 0.000 0.000 41.001 0.000 0.000
58+400 10.00 3.214 0.000 31.329 0.000 0.000 39.162 0.000 0.000
58+410 10.00 4.648 0.000 39.309 0.000 0.000 49.136 0.000 0.000
58+420 10.00 6.942 0.000 57.947 0.000 0.000 72.434 0.000 0.000
58+430 10.00 11.976 0.000 94.590 0.000 0.000 118.237 0.000 0.000
58+440 10.00 9.147 0.000 105.614 0.000 0.000 132.018 0.000 0.000
58+450 10.00 6.282 0.007 77.143 0.016 0.000 0.000 96.428 0.000 0.000 0.021
58+460 10.00 7.286 0.000 67.841 0.016 0.000 0.000 84.801 0.000 0.000 0.021
58+470 10.00 4.688 0.031 59.875 0.077 0.000 0.000 74.843 0.000 0.000 0.100
58+480 10.00 4.228 0.000 44.585 0.077 0.000 0.000 55.731 0.000 0.000 0.100
58+490 10.00 3.026 0.000 36.271 0.000 0.000 45.339 0.000 0.000
58+500 10.00 2.443 0.000 27.343 0.000 0.000 34.178 0.000 0.000
58+510 10.00 2.868 0.000 26.553 0.000 0.000 33.192 0.000 0.000
58+530 20.00 2.774 0.313 56.415 1.563 0.000 0.000 70.519 0.000 0.000 2.033
58+550 20.00 4.468 0.000 72.418 1.563 0.000 0.000 90.523 0.000 0.000 2.033
58+570 20.00 4.120 0.000 85.884 0.000 0.000 107.355 0.000 0.000
58+590 20.00 6.452 0.000 105.726 0.000 0.000 132.158 0.000 0.000
58+610 20.00 2.707 0.000 91.591 0.000 0.000 114.489 0.000 0.000
58+630 20.00 5.257 0.000 79.640 0.000 0.000 99.550 0.000 0.000
58+650 20.00 3.795 0.000 90.527 0.000 0.000 113.159 0.000 0.000
58+660 10.00 3.650 0.000 37.227 0.000 0.000 46.533 0.000 0.000
58+670 10.00 3.364 0.000 35.067 0.000 0.000 43.834 0.000 0.000
58+690 20.00 0.000 0.705 16.818 3.524 0.000 0.000 21.022 0.000 0.000 4.581
58+710 20.00 0.464 1.231 2.318 19.361 0.000 0.000 2.898 0.000 0.000 25.170
58+720 10.00 0.000 2.960 1.159 20.955 0.000 0.000 1.449 0.000 0.000 27.242
58+730 10.00 0.775 2.485 1.938 27.224 0.000 0.000 2.422 0.000 0.000 35.391
58+750 20.00 3.087 1.159 38.620 36.446 0.000 0.000 48.275 0.000 0.000 47.380
58+770 20.00 7.237 0.000 103.240 5.797 0.000 0.000 129.050 0.000 0.000 7.537
58+790 20.00 7.421 0.000 146.586 0.000 0.000 183.232 0.000 0.000
58+800 10.00 5.170 0.000 62.957 0.000 0.000 78.696 0.000 0.000
58+810 10.00 4.880 0.000 50.249 0.000 0.000 62.811 0.000 0.000
58+820 10.00 7.814 0.000 63.472 0.000 0.000 79.340 0.000 0.000
58+830 10.00 10.770 0.000 92.920 0.000 0.000 116.150 0.000 0.000
58+850 20.00 16.646 0.000 274.151 0.000 0.000 342.688 0.000 0.000
58+870 20.00 17.164 0.000 338.098 0.000 0.000 422.623 0.000 0.000
58+880 10.00 17.898 0.000 175.309 0.000 0.000 219.137 0.000 0.000
58+890 10.00 9.023 0.000 134.600 0.000 0.000 168.251 0.000 0.000
58+900 10.00 0.000 5.062 22.556 12.656 0.000 0.000 28.196 0.000 0.000 16.453
58+910 10.00 0.000 6.274 56.681 73.685
58+920 10.00 0.000 3.815 50.444 65.577
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
58+930 10.00 0.617 1.217 1.542 25.161 0.000 0.000 1.928 0.000 0.000 32.709
58+940 10.00 17.074 0.000 88.454 3.043 0.000 0.000 110.568 0.000 0.000 3.956
58+950 10.00 18.186 0.000 176.299 0.000 0.000 220.374 0.000 0.000
58+970 20.00 10.807 0.000 289.928 0.000 0.000 362.410 0.000 0.000
58+990 20.00 3.599 0.518 144.061 2.589 0.000 0.000 180.076 0.000 0.000 3.366
59+000 10.00 3.167 0.816 33.833 6.671 0.000 0.000 42.291 0.000 0.000 8.672
59+010 10.00 3.706 0.000 34.367 4.082 0.000 0.000 42.959 0.000 0.000 5.307
59+020 10.00 8.151 0.000 59.287 0.000 0.000 0.000 74.109 0.000 0.000 0.000
59+030 10.00 11.927 0.000 100.390 0.000 0.000 125.487 0.000 0.000
59+040 10.00 17.076 0.000 145.014 0.000 0.000 181.268 0.000 0.000
59+050 10.00 8.964 0.000 130.201 0.000 0.000 162.751 0.000 0.000
59+070 20.00 5.156 0.014 141.203 0.072 0.000 0.000 176.504 0.000 0.000 0.093
59+080 10.00 2.521 0.837 38.389 4.256 0.000 0.000 47.986 0.000 0.000 5.533
59+090 10.00 1.479 2.689 20.000 17.627 0.000 0.000 25.000 0.000 0.000 22.915
59+100 10.00 0.000 4.495 3.697 35.917 0.000 0.000 4.621 0.000 0.000 46.692
59+110 10.00 0.000 4.548 45.214 58.778
59+120 10.00 0.000 1.632 30.897 40.166
59+130 10.00 4.931 0.000 12.328 4.079 0.000 0.000 15.410 0.000 0.000 5.303
59+140 10.00 20.920 0.000 129.258 0.000 0.000 161.572 0.000 0.000
59+150 10.00 26.924 0.000 239.221 0.000 0.000 299.026 0.000 0.000
59+170 20.00 21.084 0.000 480.076 0.000 0.000 600.095 0.000 0.000
59+190 20.00 10.972 0.000 320.553 0.000 0.000 400.692 0.000 0.000
59+210 20.00 3.123 0.000 140.945 0.000 0.000 176.181 0.000 0.000
59+220 10.00 3.147 0.000 31.351 0.000 0.000 39.189 0.000 0.000
59+230 10.00 5.251 0.000 41.989 0.000 0.000 52.487 0.000 0.000
59+240 10.00 7.479 0.000 63.650 0.000 0.000 79.563 0.000 0.000
59+250 10.00 13.013 0.000 102.460 0.000 0.000 128.075 0.000 0.000
59+270 20.00 8.916 0.000 219.287 0.000 0.000 274.109 0.000 0.000
59+290 20.00 5.579 0.000 144.955 0.000 0.000 181.194 0.000 0.000
59+310 20.00 3.779 0.000 93.579 0.000 0.000 116.974 0.000 0.000
59+330 20.00 1.748 0.000 55.263 0.000 0.000 69.079 0.000 0.000
59+350 20.00 1.222 0.000 29.694 0.000 0.000 37.117 0.000 0.000
59+370 20.00 1.258 0.000 24.797 0.000 0.000 30.997 0.000 0.000
59+390 20.00 1.263 0.000 25.217 0.000 0.000 31.521 0.000 0.000
59+400 10.00 0.214 0.012 7.386 0.030 0.000 0.000 9.233 0.000 0.000 0.039
59+410 10.00 0.000 0.738 0.535 3.752 0.000 0.000 0.668 0.000 0.000 4.878
59+420 10.00 0.000 1.270 10.043 13.056
59+430 10.00 0.000 1.330 13.002 16.903
59+440 10.00 0.000 1.251 12.905 16.777
59+450 10.00 0.000 0.901 10.759 13.987
59+460 10.00 0.000 0.551 7.260 9.438
59+470 10.00 0.243 0.161 0.608 3.559 0.000 0.000 0.760 0.000 0.000 4.627
59+480 10.00 0.690 0.000 4.666 0.402 0.000 0.000 5.832 0.000 0.000 0.522
59+490 10.00 0.829 0.000 7.594 0.000 0.000 9.492 0.000 0.000
59+500 10.00 1.030 0.000 9.297 0.000 0.000 11.621 0.000 0.000
59+510 10.00 1.560 0.000 12.954 0.000 0.000 16.192 0.000 0.000
59+530 20.00 1.816 0.000 33.767 0.000 0.000 42.209 0.000 0.000
59+550 20.00 5.465 0.000 72.817 0.000 0.000 91.021 0.000 0.000
59+570 20.00 4.276 0.014 97.408 0.071 0.000 0.000 121.761 0.000 0.000 0.092
59+590 20.00 5.796 0.008 100.712 0.220 0.000 0.000 125.890 0.000 0.000 0.287
59+610 20.00 1.854 1.173 76.496 11.807 0.000 0.000 95.620 0.000 0.000 15.349
59+630 20.00 10.501 0.000 123.555 5.864 0.000 0.000 154.444 0.000 0.000 7.623
59+650 20.00 13.396 0.000 238.973 0.000 0.000 298.716 0.000 0.000
59+660 10.00 18.195 0.000 157.952 0.000 0.000 197.440 0.000 0.000
59+670 10.00 33.186 0.000 256.902 0.000 0.000 321.127 0.000 0.000
59+680 10.00 27.632 0.000 304.087 0.000 0.000 380.109 0.000 0.000
59+690 10.00 23.307 0.000 254.692 0.000 0.000 318.365 0.000 0.000
59+710 20.00 9.121 0.000 324.276 0.000 0.000 405.345 0.000 0.000
59+720 10.00 0.745 0.009 49.328 0.023 0.000 0.000 61.661 0.000 0.000 0.030
59+730 10.00 4.226 0.000 24.856 0.023 0.000 0.000 31.070 0.000 0.000 0.030
59+740 10.00 8.738 0.000 64.823 0.000 0.000 81.029 0.000 0.000
59+750 10.00 2.183 0.000 54.607 0.001 0.000 0.000 68.258 0.000 0.000 0.001
59+760 10.00 2.054 0.000 21.186 0.001 0.000 0.000 26.483 0.000 0.000 0.001
59+770 10.00 3.553 0.000 28.038 0.000 0.000 35.048 0.000 0.000
59+780 10.00 13.338 0.000 84.459 0.000 0.000 105.573 0.000 0.000
59+790 10.00 19.561 0.000 164.498 0.000 0.000 205.622 0.000 0.000
59+800 10.00 32.924 0.000 262.424 0.000 0.000 328.029 0.000 0.000
59+810 10.00 47.775 0.000 403.492 0.000 0.000 504.365 0.000 0.000
59+820 10.00 50.788 0.000 492.812 0.000 0.000 616.015 0.000 0.000
59+830 10.00 48.053 0.000 494.206 0.000 0.000 617.757 0.000 0.000
59+840 10.00 42.331 0.000 451.921 0.000 0.000 564.902 0.000 0.000
59+850 10.00 32.930 0.000 376.302 0.000 0.000 470.378 0.000 0.000
59+870 20.00 13.999 0.000 469.289 0.000 0.000 586.611 0.000 0.000
59+880 10.00 8.443 0.000 112.213 0.000 0.000 140.267 0.000 0.000
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
59+890 10.00 1.470 1.951 49.567 4.878 0.000 0.000 61.958 0.000 0.000 6.341
59+910 20.00 2.953 2.530 44.228 44.814 0.000 0.000 55.285 0.000 0.000 58.258
59+920 10.00 15.997 0.000 94.749 6.326 0.000 0.000 118.436 0.000 0.000 8.223
59+930 10.00 41.202 0.000 285.996 0.000 0.000 357.494 0.000 0.000
59+940 10.00 40.221 0.000 407.115 0.000 0.000 508.894 0.000 0.000
59+950 10.00 48.561 0.000 443.910 0.000 0.000 554.888 0.000 0.000
59+970 20.00 31.251 0.000 798.123 0.000 0.000 997.654 0.000 0.000
59+990 20.00 28.198 0.000 594.486 0.000 0.000 743.108 0.000 0.000
60+000 10.00 27.994 0.000 280.959 0.000 0.000 351.199 0.000 0.000
60+010 10.00 48.328 0.000 381.609 0.000 0.000 477.011 0.000 0.000
60+020 10.00 53.065 0.000 506.965 0.000 0.000 633.707 0.000 0.000
60+030 10.00 43.633 0.000 483.491 0.000 0.000 604.364 0.000 0.000
60+050 20.00 23.584 0.000 672.165 0.000 0.000 840.206 0.000 0.000
60+070 20.00 21.186 0.000 447.697 0.000 0.000 559.621 0.000 0.000
60+090 20.00 22.877 0.000 440.625 0.000 0.000 550.782 0.000 0.000
60+110 20.00 1.791 0.890 246.678 4.448 0.000 0.000 308.347 0.000 0.000 5.783
60+130 20.00 15.314 0.000 171.054 4.448 0.000 0.000 213.817 0.000 0.000 5.783
60+150 20.00 6.008 0.122 213.223 0.610 0.000 0.000 266.528 0.000 0.000 0.792
60+160 10.00 0.000 1.891 15.020 10.066 0.000 0.000 18.775 0.000 0.000 13.085
60+170 10.00 0.000 3.610 27.507 35.759
60+190 20.00 0.000 1.672 52.826 68.674
60+210 20.00 0.000 2.277 39.492 51.340
60+220 10.00 1.399 1.106 3.498 16.912 0.000 0.000 4.373 0.000 0.000 21.986
60+230 10.00 4.702 0.000 30.508 2.764 0.000 0.000 38.135 0.000 0.000 3.593
60+240 10.00 18.334 0.000 115.180 0.000 0.000 143.975 0.000 0.000
60+250 10.00 23.945 0.000 211.394 0.000 0.000 264.243 0.000 0.000
60+270 20.00 14.170 0.000 381.148 0.000 0.000 476.434 0.000 0.000
60+290 20.00 9.905 0.000 240.743 0.000 0.000 300.929 0.000 0.000
60+310 20.00 7.166 0.000 170.710 0.000 0.000 213.388 0.000 0.000
60+320 10.00 6.860 0.000 70.132 0.000 0.000 87.666 0.000 0.000
60+330 10.00 5.235 0.000 60.475 0.000 0.000 75.594 0.000 0.000
60+340 10.00 2.938 0.000 40.864 0.000 0.000 51.081 0.000 0.000
60+350 10.00 2.024 0.000 24.808 0.000 0.000 31.010 0.000 0.000
60+360 10.00 2.452 1.115 22.378 2.788 0.000 0.000 27.972 0.000 0.000 3.624
60+370 10.00 4.138 1.055 32.948 10.850 0.000 0.000 41.185 0.000 0.000 14.105
60+390 20.00 6.727 0.000 108.651 5.275 0.000 0.000 135.814 0.000 0.000 6.857
60+410 20.00 13.242 0.000 199.695 0.000 0.000 249.618 0.000 0.000
60+430 20.00 13.426 0.000 266.683 0.000 0.000 333.354 0.000 0.000
60+450 20.00 15.608 0.000 290.341 0.000 0.000 362.926 0.000 0.000
60+470 20.00 16.252 0.000 318.594 0.000 0.000 398.243 0.000 0.000
60+490 20.00 13.184 0.000 294.360 0.000 0.000 367.950 0.000 0.000
60+500 10.00 19.961 0.000 165.728 0.000 0.000 207.160 0.000 0.000
60+510 10.00 39.751 0.000 298.563 0.000 0.000 373.204 0.000 0.000
60+520 10.00 59.032 0.000 493.916 0.000 0.000 617.395 0.000 0.000
60+530 10.00 68.801 0.000 639.165 0.000 0.000 798.956 0.000 0.000
60+540 10.00 76.647 0.000 727.241 0.000 0.000 909.051 0.000 0.000
60+550 10.00 77.794 0.000 772.204 0.000 0.000 965.254 0.000 0.000
60+570 20.00 63.006 0.000 1408.002 0.000 0.000 1760.003 0.000 0.000
60+590 20.00 49.062 0.000 1120.680 0.000 0.000 1400.850 0.000 0.000
60+610 20.00 33.810 0.000 828.712 0.000 0.000 1035.890 0.000 0.000
60+630 20.00 24.770 0.000 585.792 0.000 0.000 732.240 0.000 0.000
60+640 10.00 19.436 0.000 221.030 0.000 0.000 276.287 0.000 0.000
60+650 10.00 14.702 0.000 170.694 0.000 0.000 213.368 0.000 0.000
60+660 10.00 9.345 0.000 120.236 0.000 0.000 150.295 0.000 0.000
60+670 10.00 6.662 0.000 80.033 0.000 0.000 100.041 0.000 0.000
60+690 20.00 3.915 0.000 105.766 0.000 0.000 132.207 0.000 0.000
60+700 10.00 2.429 0.000 31.718 0.000 0.000 39.647 0.000 0.000
60+710 10.00 2.383 0.000 24.062 0.000 0.000 30.077 0.000 0.000
60+720 10.00 0.000 0.610 5.959 1.524 0.000 0.000 7.448 0.000 0.000 1.981
60+730 10.00 0.000 1.953 12.813 16.658
60+750 20.00 0.000 1.702 36.548 47.512
60+770 20.00 3.655 0.161 18.274 18.622 0.000 0.000 22.842 0.000 0.000 24.208
60+780 10.00 5.923 0.000 47.888 0.401 0.000 0.000 59.860 0.000 0.000 0.522
60+790 10.00 10.125 0.000 80.239 0.000 0.000 100.299 0.000 0.000
60+800 10.00 11.441 0.000 107.830 0.000 0.000 134.788 0.000 0.000
60+810 10.00 9.925 0.000 106.829 0.000 0.000 133.536 0.000 0.000
60+830 20.00 3.638 0.009 135.631 0.047 0.000 0.000 169.539 0.000 0.000 0.061
60+850 20.00 3.925 0.000 75.639 0.047 0.000 0.000 94.549 0.000 0.000 0.061
60+870 20.00 8.600 0.000 125.260 0.000 0.000 156.575 0.000 0.000
60+890 20.00 5.048 0.000 136.482 0.000 0.000 170.603 0.000 0.000
60+910 20.00 5.314 0.316 103.622 1.581 0.000 0.000 129.527 0.000 0.000 2.055
60+920 10.00 5.269 0.170 52.915 2.432 0.000 0.000 66.144 0.000 0.000 3.161
60+930 10.00 8.179 0.000 67.240 0.425 0.000 0.000 84.050 0.000 0.000 0.553
60+940 10.00 7.994 0.000 80.868 0.000 0.000 101.085 0.000 0.000
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
60+950 10.00 10.984 0.000 94.889 0.000 0.000 118.612 0.000 0.000
60+970 20.00 4.521 0.069 155.047 0.343 0.000 0.000 193.808 0.000 0.000 0.445
60+990 20.00 1.728 0.000 62.490 0.343 0.000 0.000 78.113 0.000 0.000 0.445
61+010 20.00 6.592 0.000 83.198 0.000 0.000 103.998 0.000 0.000
61+030 20.00 9.227 0.000 158.184 0.000 0.000 197.730 0.000 0.000
61+050 20.00 17.343 0.000 265.701 0.000 0.000 332.126 0.000 0.000
61+060 10.00 17.020 0.000 171.819 0.000 0.000 214.774 0.000 0.000
61+070 10.00 16.344 0.000 166.822 0.000 0.000 208.528 0.000 0.000
61+080 10.00 14.899 0.000 156.214 0.000 0.000 195.267 0.000 0.000
61+090 10.00 12.614 0.000 137.565 0.000 0.000 171.957 0.000 0.000
61+110 20.00 4.656 0.004 172.704 0.022 0.000 0.000 215.879 0.000 0.000 0.029
61+130 20.00 0.542 0.631 51.978 6.356 0.000 0.000 64.972 0.000 0.000 8.262
61+150 20.00 0.027 0.422 5.690 10.527 0.000 0.000 7.113 0.000 0.000 13.685
61+160 10.00 1.756 2.229 8.916 13.253 0.000 0.000 11.145 0.000 0.000 17.229
61+170 10.00 18.418 0.000 100.868 5.573 0.000 0.000 126.085 0.000 0.000 7.244
61+180 10.00 25.486 0.000 219.517 0.000 0.000 274.397 0.000 0.000
61+190 10.00 32.649 0.000 290.675 0.000 0.000 363.343 0.000 0.000
61+210 20.00 28.428 0.000 610.768 0.000 0.000 763.460 0.000 0.000
61+230 20.00 23.788 0.000 522.153 0.000 0.000 652.692 0.000 0.000
61+250 20.00 21.084 0.000 448.712 0.000 0.000 560.890 0.000 0.000
61+270 20.00 3.680 0.000 247.636 0.000 0.000 309.545 0.000 0.000
61+280 10.00 0.479 1.925 20.793 4.813 0.000 0.000 25.992 0.000 0.000 6.257
61+290 10.00 0.000 3.389 1.196 26.570 0.000 0.000 1.495 0.000 0.000 34.541
61+300 10.00 1.361 0.003 3.401 16.960 0.000 0.000 4.252 0.000 0.000 22.049
61+310 10.00 0.979 0.000 11.697 0.008 0.000 0.000 14.622 0.000 0.000 0.010
61+320 10.00 5.330 0.002 31.547 0.005 0.000 0.000 39.433 0.000 0.000 0.006
61+330 10.00 8.971 0.000 71.509 0.005 0.000 0.000 89.386 0.000 0.000 0.006
61+350 20.00 8.345 0.000 173.162 0.000 0.000 216.452 0.000 0.000
61+370 20.00 2.565 0.000 109.098 0.000 0.000 136.372 0.000 0.000
61+390 20.00 2.791 0.000 53.558 0.000 0.000 66.947 0.000 0.000
61+410 20.00 4.166 0.000 69.571 0.000 0.000 86.964 0.000 0.000
61+430 20.00 5.700 0.000 98.668 0.000 0.000 123.335 0.000 0.000
61+440 10.00 5.757 0.002 57.285 0.004 0.000 0.000 71.606 0.000 0.000 0.005
61+450 10.00 5.392 0.081 55.740 0.414 0.000 0.000 69.675 0.000 0.000 0.538
61+460 10.00 5.448 0.085 54.198 0.830 0.000 0.000 67.748 0.000 0.000 1.079
61+470 10.00 5.468 0.000 54.582 0.212 0.000 0.000 68.228 0.000 0.000 0.275
61+490 20.00 3.158 0.000 86.259 0.000 0.000 107.824 0.000 0.000
61+510 20.00 3.055 0.000 62.123 0.000 0.000 77.654 0.000 0.000
61+530 20.00 5.653 0.000 87.081 0.000 0.000 108.851 0.000 0.000
61+550 20.00 5.591 0.000 112.444 0.000 0.000 140.555 0.000 0.000
61+570 20.00 4.509 0.088 100.998 0.440 0.000 0.000 126.248 0.000 0.000 0.572
61+590 20.00 10.642 0.000 151.506 0.440 0.000 0.000 189.383 0.000 0.000 0.572
61+610 20.00 13.869 0.000 245.104 0.000 0.000 306.380 0.000 0.000
61+620 10.00 15.851 0.000 148.596 0.000 0.000 185.744 0.000 0.000
61+630 10.00 16.522 0.000 161.862 0.000 0.000 202.327 0.000 0.000
61+640 10.00 16.511 0.000 165.163 0.000 0.000 206.454 0.000 0.000
61+650 10.00 19.738 0.000 181.244 0.000 0.000 226.554 0.000 0.000
61+670 20.00 11.653 0.000 313.908 0.000 0.000 392.384 0.000 0.000
61+690 20.00 4.344 0.000 159.973 0.000 0.000 199.967 0.000 0.000
61+710 20.00 0.000 2.006 21.722 10.029 0.000 0.000 27.153 0.000 0.000 13.037
61+720 10.00 2.944 0.570 7.361 12.880 0.000 0.000 9.201 0.000 0.000 16.744
61+730 10.00 11.238 0.000 70.910 1.426 0.000 0.000 88.638 0.000 0.000 1.853
61+740 10.00 5.699 0.000 84.680 0.000 0.000 105.850 0.000 0.000
61+750 10.00 17.799 0.000 117.487 0.000 0.000 146.859 0.000 0.000
61+760 10.00 40.230 0.000 290.144 0.000 0.000 362.681 0.000 0.000
61+770 10.00 42.589 0.000 414.097 0.000 0.000 517.621 0.000 0.000
61+790 20.00 35.087 0.000 776.766 0.000 0.000 970.958 0.000 0.000
61+810 20.00 17.823 0.000 529.101 0.000 0.000 661.377 0.000 0.000
61+820 10.00 19.475 0.000 186.487 0.000 0.000 233.109 0.000 0.000
61+830 10.00 14.382 0.000 169.280 0.000 0.000 211.600 0.000 0.000
61+850 20.00 10.529 0.000 249.102 0.000 0.000 311.377 0.000 0.000
61+870 20.00 9.504 0.000 200.327 0.000 0.000 250.409 0.000 0.000
61+890 20.00 10.469 0.000 199.733 0.000 0.000 249.666 0.000 0.000
61+910 20.00 4.149 0.000 146.186 0.000 0.000 182.732 0.000 0.000
61+930 20.00 4.556 0.000 87.050 0.000 0.000 108.813 0.000 0.000
61+950 20.00 7.123 0.000 116.784 0.000 0.000 145.980 0.000 0.000
61+970 20.00 7.069 0.000 141.914 0.000 0.000 177.393 0.000 0.000
61+980 10.00 5.759 0.000 64.137 0.000 0.000 80.171 0.000 0.000
61+990 10.00 3.495 0.000 46.266 0.000 0.000 57.833 0.000 0.000
62+000 10.00 2.582 0.000 30.381 0.000 0.000 37.976 0.000 0.000
62+010 10.00 2.281 0.000 24.312 0.000 0.000 30.390 0.000 0.000
62+020 10.00 1.654 0.000 19.675 0.000 0.000 24.594 0.000 0.000
62+030 10.00 0.738 0.002 11.963 0.006 0.000 0.000 14.954 0.000 0.000 0.008
62+040 10.00 0.436 0.264 5.870 1.331 0.000 0.000 7.338 0.000 0.000 1.731
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
62+050 10.00 2.055 0.170 12.453 2.167 0.000 0.000 15.566 0.000 0.000 2.818
62+070 20.00 6.385 0.000 84.398 0.848 0.000 0.000 105.497 0.000 0.000 1.102
62+090 20.00 4.977 0.000 113.621 0.000 0.000 142.027 0.000 0.000
62+110 20.00 0.251 2.212 52.283 11.059 0.000 0.000 65.354 0.000 0.000 14.377
62+130 20.00 0.231 0.803 4.823 30.149 0.000 0.000 6.029 0.000 0.000 39.194
62+140 10.00 0.000 0.562 0.578 6.827 0.000 0.000 0.722 0.000 0.000 8.875
62+150 10.00 0.239 0.043 0.598 3.028 0.000 0.000 0.748 0.000 0.000 3.936
62+160 10.00 1.887 0.000 10.632 0.108 0.000 0.000 13.290 0.000 0.000 0.141
62+170 10.00 3.052 0.000 24.697 0.000 0.000 30.871 0.000 0.000
62+180 10.00 2.768 0.008 29.100 0.019 0.000 0.000 36.375 0.000 0.000 0.024
62+190 10.00 1.394 0.625 20.807 3.162 0.000 0.000 26.009 0.000 0.000 4.110
62+210 20.00 0.345 0.386 17.387 10.113 0.000 0.000 21.734 0.000 0.000 13.146
62+230 20.00 0.345 0.574 6.898 9.601 0.000 0.000 8.622 0.000 0.000 12.481
62+250 20.00 0.000 1.861 1.724 24.342 0.000 0.000 2.155 0.000 0.000 31.645
62+270 20.00 0.283 0.081 1.414 19.418 0.000 0.000 1.768 0.000 0.000 25.244
62+280 10.00 1.808 0.000 10.456 0.203 0.000 0.000 13.070 0.000 0.000 0.264
62+290 10.00 3.471 0.000 26.398 0.000 0.000 32.998 0.000 0.000
62+300 10.00 5.131 0.000 43.010 0.000 0.000 53.762 0.000 0.000
62+310 10.00 9.200 0.000 71.655 0.000 0.000 89.569 0.000 0.000
62+320 10.00 12.829 0.000 110.148 0.000 0.000 137.685 0.000 0.000
62+330 10.00 16.496 0.000 146.625 0.000 0.000 183.281 0.000 0.000
62+340 10.00 21.213 0.000 188.544 0.000 0.000 235.679 0.000 0.000
62+350 10.00 24.797 0.000 230.047 0.000 0.000 287.559 0.000 0.000
62+360 10.00 25.254 0.000 250.252 0.000 0.000 312.816 0.000 0.000
62+370 10.00 23.744 0.000 244.988 0.000 0.000 306.235 0.000 0.000
62+380 10.00 22.870 0.000 233.069 0.000 0.000 291.336 0.000 0.000
62+390 10.00 20.640 0.000 217.550 0.000 0.000 271.938 0.000 0.000
62+410 20.00 12.499 0.000 331.393 0.000 0.000 414.241 0.000 0.000
62+430 20.00 5.188 0.000 176.877 0.000 0.000 221.096 0.000 0.000
62+450 20.00 1.041 0.012 62.296 0.059 0.000 0.000 77.870 0.000 0.000 0.077
62+470 20.00 0.539 0.397 15.805 4.086 0.000 0.000 19.756 0.000 0.000 5.312
62+490 20.00 0.000 0.742 2.696 11.384 0.000 0.000 3.370 0.000 0.000 14.799
62+510 20.00 0.233 0.582 1.163 13.237 0.000 0.000 1.453 0.000 0.000 17.208
62+530 20.00 3.039 0.000 32.716 2.910 0.000 0.000 40.895 0.000 0.000 3.783
62+550 20.00 7.590 0.000 106.291 0.000 0.000 132.864 0.000 0.000
62+570 20.00 16.294 0.000 238.838 0.000 0.000 298.548 0.000 0.000
62+590 20.00 23.432 0.000 397.261 0.000 0.000 496.576 0.000 0.000
62+610 20.00 20.240 0.000 436.724 0.000 0.000 545.905 0.000 0.000
62+630 20.00 15.184 0.000 354.239 0.000 0.000 442.799 0.000 0.000
62+650 20.00 12.253 0.000 274.368 0.000 0.000 342.960 0.000 0.000
62+670 20.00 0.995 0.517 132.481 2.584 0.000 0.000 165.602 0.000 0.000 3.360
62+680 10.00 0.341 1.765 6.679 11.408 0.000 0.000 8.349 0.000 0.000 14.830
62+690 10.00 0.346 2.333 3.434 20.489 0.000 0.000 4.292 0.000 0.000 26.635
62+700 10.00 0.000 1.242 0.865 17.876 0.000 0.000 1.081 0.000 0.000 23.239
62+710 10.00 2.139 0.000 5.349 3.105 0.000 0.000 6.686 0.000 0.000 4.037
62+720 10.00 4.729 0.000 34.340 0.000 0.000 42.925 0.000 0.000
62+730 10.00 5.703 0.000 52.159 0.000 0.000 65.199 0.000 0.000
62+740 10.00 8.432 0.000 70.676 0.000 0.000 88.345 0.000 0.000
62+750 10.00 8.883 0.000 86.577 0.000 0.000 108.221 0.000 0.000
62+770 20.00 7.111 0.000 159.946 0.000 0.000 199.932 0.000 0.000
62+790 20.00 4.228 0.000 113.388 0.000 0.000 141.735 0.000 0.000
62+810 20.00 0.917 0.177 51.446 0.887 0.000 0.000 64.308 0.000 0.000 1.153
62+830 20.00 0.346 0.681 12.633 8.586 0.000 0.000 15.791 0.000 0.000 11.161
62+850 20.00 0.795 0.302 11.414 9.836 0.000 0.000 14.268 0.000 0.000 12.786
62+870 20.00 0.000 1.476 3.976 17.786 0.000 0.000 4.970 0.000 0.000 23.122
62+890 20.00 0.000 0.374 18.500 24.051
62+910 20.00 0.000 0.534 9.082 11.806
62+930 20.00 1.433 0.003 7.164 5.370 0.000 0.000 8.955 0.000 0.000 6.981
62+950 20.00 4.516 0.000 59.484 0.013 0.000 0.000 74.355 0.000 0.000 0.017
62+970 20.00 7.481 0.000 119.968 0.000 0.000 149.959 0.000 0.000
62+990 20.00 10.176 0.000 176.573 0.000 0.000 220.717 0.000 0.000
63+010 20.00 10.518 0.000 206.939 0.000 0.000 258.674 0.000 0.000
63+030 20.00 10.625 0.000 211.429 0.000 0.000 264.286 0.000 0.000
63+050 20.00 9.763 0.000 203.881 0.000 0.000 254.852 0.000 0.000
63+070 20.00 8.083 0.000 178.464 0.000 0.000 223.080 0.000 0.000
63+090 20.00 9.869 0.000 179.519 0.000 0.000 224.399 0.000 0.000
63+110 20.00 5.676 0.000 155.447 0.000 0.000 194.309 0.000 0.000
63+130 20.00 1.004 1.055 66.799 5.277 0.000 0.000 83.499 0.000 0.000 6.860
63+150 20.00 1.565 1.204 25.687 22.589 0.000 0.000 32.109 0.000 0.000 29.366
63+170 20.00 3.857 0.000 54.222 6.018 0.000 0.000 67.778 0.000 0.000 7.823
63+190 20.00 7.058 0.000 109.155 0.000 0.000 136.444 0.000 0.000
63+200 10.00 7.966 0.000 75.122 0.000 0.000 93.903 0.000 0.000
63+210 10.00 9.180 0.000 85.733 0.000 0.000 107.166 0.000 0.000
63+220 10.00 12.081 0.000 106.309 0.000 0.000 132.886 0.000 0.000
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
63+230 10.00 15.698 0.000 138.895 0.000 0.000 173.619 0.000 0.000
63+240 10.00 17.546 0.000 166.220 0.000 0.000 207.775 0.000 0.000
63+250 10.00 23.261 0.000 204.035 0.000 0.000 255.044 0.000 0.000
63+260 10.00 28.933 0.000 260.969 0.000 0.000 326.212 0.000 0.000
63+270 10.00 29.423 0.000 291.781 0.000 0.000 364.726 0.000 0.000
63+280 10.00 28.460 0.000 289.414 0.000 0.000 361.768 0.000 0.000
63+290 10.00 26.081 0.000 272.703 0.000 0.000 340.878 0.000 0.000
63+310 20.00 22.899 0.000 489.795 0.000 0.000 612.244 0.000 0.000
63+330 20.00 18.437 0.000 413.354 0.000 0.000 516.693 0.000 0.000
63+350 20.00 14.672 0.000 331.085 0.000 0.000 413.856 0.000 0.000
63+370 20.00 6.571 0.000 212.430 0.000 0.000 265.538 0.000 0.000
63+390 20.00 2.644 0.000 92.152 0.000 0.000 115.189 0.000 0.000
63+410 20.00 10.200 0.000 128.444 0.000 0.000 160.555 0.000 0.000
63+430 20.00 18.897 0.000 290.971 0.000 0.000 363.714 0.000 0.000
63+450 20.00 7.892 0.000 267.889 0.000 0.000 334.861 0.000 0.000
63+470 20.00 6.631 0.000 145.227 0.000 0.000 181.534 0.000 0.000
63+480 10.00 5.417 0.000 60.238 0.000 0.000 75.298 0.000 0.000
63+490 10.00 8.846 0.000 71.313 0.000 0.000 89.142 0.000 0.000
63+500 10.00 13.830 0.000 113.376 0.000 0.000 141.720 0.000 0.000
63+510 10.00 14.703 0.000 142.665 0.000 0.000 178.332 0.000 0.000
63+530 20.00 15.240 0.000 299.433 0.000 0.000 374.292 0.000 0.000
63+550 20.00 14.232 0.000 294.724 0.000 0.000 368.405 0.000 0.000
63+570 20.00 13.546 0.000 277.783 0.000 0.000 347.228 0.000 0.000
63+590 20.00 10.947 0.000 244.930 0.000 0.000 306.162 0.000 0.000
63+610 20.00 9.149 0.000 200.959 0.000 0.000 251.199 0.000 0.000
63+630 20.00 6.026 0.000 151.748 0.000 0.000 189.685 0.000 0.000
63+650 20.00 5.483 0.000 115.094 0.000 0.000 143.867 0.000 0.000
63+670 20.00 5.811 0.000 112.945 0.000 0.000 141.181 0.000 0.000
63+690 20.00 4.371 0.000 101.825 0.000 0.000 127.281 0.000 0.000
63+710 20.00 2.371 0.000 67.429 0.000 0.000 84.286 0.000 0.000
63+730 20.00 2.044 0.340 44.154 1.701 0.000 0.000 55.192 0.000 0.000 2.212
63+740 10.00 2.055 0.558 20.496 4.490 0.000 0.000 25.620 0.000 0.000 5.837
63+750 10.00 3.436 0.000 27.457 1.394 0.000 0.000 34.322 0.000 0.000 1.813
63+760 10.00 8.794 0.000 61.151 0.000 0.000 76.438 0.000 0.000
63+770 10.00 20.632 0.000 147.131 0.000 0.000 183.913 0.000 0.000
63+780 10.00 31.144 0.000 258.878 0.000 0.000 323.598 0.000 0.000
63+790 10.00 36.633 0.000 338.883 0.000 0.000 423.603 0.000 0.000
63+810 20.00 31.529 0.000 681.617 0.000 0.000 852.021 0.000 0.000
63+830 20.00 28.810 0.000 603.390 0.000 0.000 754.238 0.000 0.000
63+850 20.00 26.141 0.000 549.518 0.000 0.000 686.897 0.000 0.000
63+870 20.00 18.138 0.000 442.794 0.000 0.000 553.492 0.000 0.000
63+890 20.00 12.680 0.000 308.178 0.000 0.000 385.222 0.000 0.000
63+910 20.00 6.827 0.000 195.070 0.000 0.000 243.837 0.000 0.000
63+920 10.00 4.540 0.000 56.835 0.000 0.000 71.043 0.000 0.000
63+930 10.00 2.934 0.000 37.371 0.000 0.000 46.714 0.000 0.000
63+940 10.00 1.674 0.200 23.043 0.500 0.000 0.000 28.804 0.000 0.000 0.650
63+950 10.00 1.059 0.773 13.665 4.865 0.000 0.000 17.082 0.000 0.000 6.324
63+960 10.00 0.657 0.906 8.577 8.395 0.000 0.000 10.721 0.000 0.000 10.913
63+970 10.00 0.455 0.914 5.559 9.097 0.000 0.000 6.948 0.000 0.000 11.826
63+980 10.00 0.373 0.851 4.138 8.825 0.000 0.000 5.173 0.000 0.000 11.472
63+990 10.00 0.246 0.724 3.092 7.877 0.000 0.000 3.865 0.000 0.000 10.240
64+000 10.00 0.000 1.213 0.615 9.685 0.000 0.000 0.768 0.000 0.000 12.590
64+010 10.00 0.000 1.540 13.767 17.897
64+020 10.00 0.000 1.386 14.630 19.020
64+030 10.00 0.000 1.059 12.222 15.888
64+040 10.00 0.360 0.960 0.901 10.094 0.000 0.000 1.126 0.000 0.000 13.122
64+050 10.00 0.721 0.799 5.407 8.794 0.000 0.000 6.759 0.000 0.000 11.433
64+070 20.00 0.904 0.351 16.254 11.500 0.000 0.000 20.318 0.000 0.000 14.950
64+090 20.00 0.510 0.621 14.145 9.721 0.000 0.000 17.681 0.000 0.000 12.637
64+110 20.00 0.000 1.162 2.550 17.832 0.000 0.000 3.188 0.000 0.000 23.181
64+130 20.00 0.237 0.996 1.184 21.582 0.000 0.000 1.480 0.000 0.000 28.056
64+150 20.00 0.000 1.836 1.184 28.322 0.000 0.000 1.480 0.000 0.000 36.818
64+170 20.00 0.281 1.101 1.407 29.372 0.000 0.000 1.759 0.000 0.000 38.184
64+190 20.00 0.746 0.298 10.276 13.987 0.000 0.000 12.845 0.000 0.000 18.183
64+210 20.00 0.943 0.080 16.888 3.774 0.000 0.000 21.110 0.000 0.000 4.906
64+230 20.00 1.027 0.104 19.701 1.833 0.000 0.000 24.626 0.000 0.000 2.383
64+250 20.00 1.342 0.115 23.694 2.189 0.000 0.000 29.617 0.000 0.000 2.846
64+270 20.00 1.383 0.440 27.245 5.554 0.000 0.000 34.056 0.000 0.000 7.220
64+290 20.00 2.332 0.095 37.148 5.351 0.000 0.000 46.435 0.000 0.000 6.956
64+310 20.00 4.002 0.000 63.341 0.475 0.000 0.000 79.176 0.000 0.000 0.617
64+330 20.00 3.551 0.087 75.524 0.435 0.000 0.000 94.405 0.000 0.000 0.566
64+340 10.00 0.490 0.436 20.205 2.617 0.000 0.000 25.256 0.000 0.000 3.402
64+350 10.00 2.236 0.017 13.634 2.265 0.000 0.000 17.042 0.000 0.000 2.944
64+370 20.00 5.014 0.000 72.507 0.083 0.000 0.000 90.634 0.000 0.000 0.108
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
64+390 20.00 7.100 0.000 121.140 0.000 0.000 151.424 0.000 0.000
64+400 10.00 6.163 0.000 66.315 0.000 0.000 82.894 0.000 0.000
64+410 10.00 6.113 0.000 61.384 0.000 0.000 76.730 0.000 0.000
64+420 10.00 7.790 0.000 69.516 0.000 0.000 86.895 0.000 0.000
64+430 10.00 10.241 0.000 90.157 0.000 0.000 112.696 0.000 0.000
64+440 10.00 9.896 0.000 100.685 0.000 0.000 125.857 0.000 0.000
64+450 10.00 12.521 0.000 112.082 0.000 0.000 140.102 0.000 0.000
64+470 20.00 18.479 0.000 309.995 0.000 0.000 387.493 0.000 0.000
64+490 20.00 8.149 0.000 266.281 0.000 0.000 332.851 0.000 0.000
64+510 20.00 1.247 0.180 93.959 0.901 0.000 0.000 117.449 0.000 0.000 1.171
64+520 10.00 0.910 0.118 10.781 1.491 0.000 0.000 13.477 0.000 0.000 1.939
64+530 10.00 2.614 0.000 17.619 0.295 0.000 0.000 22.024 0.000 0.000 0.384
64+540 10.00 6.270 0.000 44.422 0.000 0.000 55.527 0.000 0.000
64+550 10.00 16.175 0.000 112.224 0.000 0.000 140.280 0.000 0.000
64+570 20.00 3.382 0.000 195.567 0.000 0.000 244.458 0.000 0.000
64+590 20.00 0.000 2.956 16.910 14.780 0.000 0.000 21.137 0.000 0.000 19.214
64+610 20.00 0.000 2.456 54.120 70.356
64+630 20.00 0.000 1.456 39.118 50.854
64+640 10.00 0.347 1.117 0.868 12.863 0.000 0.000 1.086 0.000 0.000 16.722
64+650 10.00 0.832 0.109 5.898 6.129 0.000 0.000 7.373 0.000 0.000 7.968
64+660 10.00 2.386 0.000 16.091 0.272 0.000 0.000 20.113 0.000 0.000 0.354
64+670 10.00 3.522 0.000 29.537 0.000 0.000 36.922 0.000 0.000
64+680 10.00 4.323 0.000 39.223 0.000 0.000 49.029 0.000 0.000
64+690 10.00 4.144 0.000 42.336 0.000 0.000 52.920 0.000 0.000
64+710 20.00 2.568 0.000 67.124 0.000 0.000 83.905 0.000 0.000
64+730 20.00 7.698 0.000 102.661 0.000 0.000 128.327 0.000 0.000
64+740 10.00 10.522 0.000 91.100 0.000 0.000 113.875 0.000 0.000
64+750 10.00 11.414 0.000 109.682 0.000 0.000 137.102 0.000 0.000
64+760 10.00 11.095 0.000 112.548 0.000 0.000 140.685 0.000 0.000
64+770 10.00 8.873 0.000 99.840 0.000 0.000 124.800 0.000 0.000
64+790 20.00 9.041 0.000 179.137 0.000 0.000 223.921 0.000 0.000
64+810 20.00 15.733 0.000 247.737 0.000 0.000 309.672 0.000 0.000
64+820 10.00 11.683 0.000 137.077 0.000 0.000 171.347 0.000 0.000
64+830 10.00 8.388 0.000 100.352 0.000 0.000 125.440 0.000 0.000
64+840 10.00 5.735 0.629 70.616 1.571 0.000 0.000 88.270 0.000 0.000 2.043
64+850 10.00 2.623 3.065 41.790 18.468 0.000 0.000 52.238 0.000 0.000 24.009
64+870 20.00 3.647 2.822 62.697 58.871 0.000 0.000 78.371 0.000 0.000 76.532
64+890 20.00 13.014 0.000 166.616 14.110 0.000 0.000 208.270 0.000 0.000 18.343
64+910 20.00 23.592 0.000 366.060 0.000 0.000 457.575 0.000 0.000
64+930 20.00 25.539 0.000 491.308 0.000 0.000 614.135 0.000 0.000
64+940 10.00 38.555 0.000 320.471 0.000 0.000 400.589 0.000 0.000
64+950 10.00 59.506 0.000 490.306 0.000 0.000 612.882 0.000 0.000
64+960 10.00 75.920 0.000 677.131 0.000 0.000 846.413 0.000 0.000
64+970 10.00 77.292 0.000 766.059 0.000 0.000 957.574 0.000 0.000
64+990 20.00 54.002 0.000 1312.936 0.000 0.000 1641.170 0.000 0.000
65+010 20.00 37.628 0.000 916.292 0.000 0.000 1145.365 0.000 0.000
65+030 20.00 30.689 0.000 683.168 0.000 0.000 853.961 0.000 0.000
65+040 10.00 18.009 0.000 243.491 0.000 0.000 304.363 0.000 0.000
65+050 10.00 4.016 0.003 110.124 0.008 0.000 0.000 137.654 0.000 0.000 0.010
65+070 20.00 3.015 0.000 70.307 0.016 0.000 0.000 87.884 0.000 0.000 0.020
65+090 20.00 1.757 0.000 47.717 0.000 0.000 59.646 0.000 0.000
65+110 20.00 2.546 0.000 43.030 0.000 0.000 53.788 0.000 0.000
65+130 20.00 4.493 0.000 70.390 0.000 0.000 87.987 0.000 0.000
65+140 10.00 5.617 0.000 50.548 0.000 0.000 63.185 0.000 0.000
65+150 10.00 6.584 0.000 61.003 0.000 0.000 76.254 0.000 0.000
65+160 10.00 7.816 0.000 72.001 0.000 0.000 90.001 0.000 0.000
65+170 10.00 10.937 0.000 93.767 0.000 0.000 117.208 0.000 0.000
65+190 20.00 9.471 0.000 204.083 0.000 0.000 255.104 0.000 0.000
65+210 20.00 6.356 0.000 158.269 0.000 0.000 197.836 0.000 0.000
65+230 20.00 4.179 0.000 105.343 0.000 0.000 131.679 0.000 0.000
65+250 20.00 3.452 0.000 76.303 0.000 0.000 95.378 0.000 0.000
65+270 20.00 4.801 0.000 82.522 0.000 0.000 103.153 0.000 0.000
65+290 20.00 1.547 0.221 63.481 1.106 0.000 0.000 79.351 0.000 0.000 1.438
65+310 20.00 0.000 3.837 7.737 40.578 0.000 0.000 9.672 0.000 0.000 52.752
65+330 20.00 0.005 2.091 0.024 59.277 0.000 0.000 0.030 0.000 0.000 77.061
65+350 20.00 0.000 3.574 0.024 56.654 0.000 0.000 0.030 0.000 0.000 73.650
65+370 20.00 5.326 0.000 26.631 17.872 0.000 0.000 33.289 0.000 0.000 23.233
65+390 20.00 7.198 0.000 125.241 0.000 0.000 156.551 0.000 0.000
65+400 10.00 6.167 0.000 66.823 0.000 0.000 83.529 0.000 0.000
65+410 10.00 8.796 0.000 74.815 0.000 0.000 93.519 0.000 0.000
65+420 10.00 10.187 0.000 94.915 0.000 0.000 118.644 0.000 0.000
65+430 10.00 10.608 0.000 103.975 0.000 0.000 129.969 0.000 0.000
65+450 20.00 6.703 0.000 173.113 0.000 0.000 216.392 0.000 0.000
65+470 20.00 3.405 0.000 101.084 0.000 0.000 126.355 0.000 0.000
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
65+490 20.00 0.903 0.493 43.087 2.465 0.000 0.000 53.859 0.000 0.000 3.205
65+510 20.00 0.658 0.844 15.609 13.367 0.000 0.000 19.511 0.000 0.000 17.378
65+530 20.00 0.780 0.171 14.374 10.147 0.000 0.000 17.968 0.000 0.000 13.191
65+550 20.00 2.740 0.000 35.197 0.855 0.000 0.000 43.997 0.000 0.000 1.112
65+570 20.00 5.073 0.000 78.133 0.000 0.000 97.667 0.000 0.000
65+590 20.00 6.919 0.000 119.927 0.000 0.000 149.909 0.000 0.000
65+610 20.00 7.816 0.000 147.353 0.000 0.000 184.191 0.000 0.000
65+630 20.00 9.657 0.000 174.731 0.000 0.000 218.414 0.000 0.000
65+650 20.00 11.190 0.000 208.476 0.000 0.000 260.595 0.000 0.000
65+670 20.00 11.425 0.000 226.157 0.000 0.000 282.697 0.000 0.000
65+690 20.00 11.245 0.000 226.698 0.000 0.000 283.373 0.000 0.000
65+710 20.00 9.756 0.000 210.010 0.000 0.000 262.513 0.000 0.000
65+730 20.00 8.144 0.000 179.004 0.000 0.000 223.755 0.000 0.000
65+750 20.00 6.407 0.000 145.507 0.000 0.000 181.884 0.000 0.000
65+770 20.00 4.454 0.000 108.611 0.000 0.000 135.764 0.000 0.000
65+790 20.00 2.469 0.000 69.236 0.000 0.000 86.545 0.000 0.000
65+810 20.00 1.161 0.000 36.298 0.000 0.000 45.372 0.000 0.000
65+820 10.00 0.693 0.015 9.270 0.038 0.000 0.000 11.587 0.000 0.000 0.050
65+830 10.00 0.573 0.028 6.332 0.219 0.000 0.000 7.915 0.000 0.000 0.285
65+850 20.00 0.831 0.000 14.039 0.142 0.000 0.000 17.549 0.000 0.000 0.185
65+870 20.00 0.410 0.376 12.407 1.880 0.000 0.000 15.509 0.000 0.000 2.444
65+890 20.00 0.403 0.475 8.132 8.512 0.000 0.000 10.165 0.000 0.000 11.066
65+910 20.00 1.421 0.000 18.249 2.377 0.000 0.000 22.811 0.000 0.000 3.090
65+930 20.00 3.319 0.000 47.404 0.000 0.000 59.255 0.000 0.000
65+950 20.00 6.287 0.000 96.059 0.000 0.000 120.074 0.000 0.000
65+970 20.00 5.976 0.000 122.627 0.000 0.000 153.284 0.000 0.000
65+990 20.00 5.222 0.000 111.980 0.000 0.000 139.975 0.000 0.000
66+010 20.00 2.616 0.000 78.384 0.000 0.000 97.980 0.000 0.000
66+030 20.00 2.848 0.000 54.639 0.000 0.000 68.299 0.000 0.000
66+050 20.00 0.000 0.448 14.239 2.238 0.000 0.000 17.799 0.000 0.000 2.910
66+070 20.00 0.489 0.091 2.445 5.385 0.000 0.000 3.056 0.000 0.000 7.001
66+090 20.00 0.764 0.000 12.535 0.454 0.000 0.000 15.668 0.000 0.000 0.591
66+110 20.00 0.000 0.849 3.822 4.247 0.000 0.000 4.778 0.000 0.000 5.521
66+130 20.00 0.000 1.067 19.164 24.914
66+150 20.00 0.000 1.889 29.565 38.434
66+170 20.00 0.000 2.743 46.326 60.224
66+190 20.00 0.000 2.126 48.687 63.294
66+210 20.00 0.000 1.287 34.122 44.359
66+230 20.00 0.821 0.535 4.103 18.220 0.000 0.000 5.128 0.000 0.000 23.686
66+250 20.00 1.733 0.070 25.537 6.058 0.000 0.000 31.921 0.000 0.000 7.875
66+270 20.00 3.185 0.000 49.178 0.352 0.000 0.000 61.473 0.000 0.000 0.458
66+290 20.00 4.500 0.000 76.845 0.000 0.000 96.057 0.000 0.000
66+310 20.00 4.482 0.000 89.815 0.000 0.000 112.269 0.000 0.000
66+330 20.00 5.444 0.000 99.253 0.000 0.000 124.066 0.000 0.000
66+350 20.00 6.382 0.000 118.252 0.000 0.000 147.815 0.000 0.000
66+370 20.00 7.738 0.000 141.193 0.000 0.000 176.491 0.000 0.000
66+390 20.00 9.314 0.000 170.519 0.000 0.000 213.149 0.000 0.000
66+410 20.00 9.661 0.000 189.752 0.000 0.000 237.189 0.000 0.000
66+430 20.00 8.425 0.000 180.862 0.000 0.000 226.077 0.000 0.000
66+450 20.00 8.727 0.000 171.521 0.000 0.000 214.402 0.000 0.000
66+470 20.00 7.426 0.000 161.533 0.000 0.000 201.916 0.000 0.000
66+490 20.00 5.712 0.000 131.382 0.000 0.000 164.227 0.000 0.000
66+510 20.00 4.238 0.000 99.498 0.000 0.000 124.373 0.000 0.000
66+530 20.00 2.769 0.000 70.073 0.000 0.000 87.591 0.000 0.000
66+550 20.00 1.355 0.000 41.241 0.000 0.000 51.551 0.000 0.000
66+570 20.00 0.000 1.387 6.774 6.936 0.000 0.000 8.468 0.000 0.000 9.017
66+590 20.00 0.000 0.691 20.781 27.016
66+610 20.00 0.201 0.199 1.005 8.898 0.000 0.000 1.256 0.000 0.000 11.567
66+630 20.00 0.861 0.000 10.622 0.995 0.000 0.000 13.277 0.000 0.000 1.293
66+650 20.00 1.435 0.000 22.966 0.000 0.000 28.707 0.000 0.000
66+670 20.00 1.347 0.000 27.825 0.000 0.000 34.781 0.000 0.000
66+690 20.00 0.535 0.725 18.826 3.626 0.000 0.000 23.532 0.000 0.000 4.713
66+710 20.00 0.000 1.757 2.677 24.819 0.000 0.000 3.346 0.000 0.000 32.265
66+730 20.00 0.000 1.747 35.035 45.546
66+750 20.00 1.864 0.000 9.321 8.733 0.000 0.000 11.651 0.000 0.000 11.354
66+760 10.00 3.345 0.000 26.045 0.000 0.000 32.556 0.000 0.000
66+770 10.00 4.807 0.000 40.758 0.000 0.000 50.947 0.000 0.000
66+780 10.00 4.311 0.000 45.590 0.000 0.000 56.987 0.000 0.000
66+790 10.00 2.945 0.000 36.282 0.000 0.000 45.352 0.000 0.000
66+810 20.00 2.355 0.000 53.007 0.000 0.000 66.259 0.000 0.000
66+830 20.00 1.467 0.354 38.224 1.768 0.000 0.000 47.780 0.000 0.000 2.298
66+850 20.00 1.746 0.446 32.131 7.995 0.000 0.000 40.164 0.000 0.000 10.394
66+870 20.00 1.166 0.798 29.124 12.435 0.000 0.000 36.405 0.000 0.000 16.166
66+890 20.00 0.476 1.229 16.421 20.268 0.000 0.000 20.527 0.000 0.000 26.348
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
66+910 20.00 3.206 0.000 36.819 6.146 0.000 0.000 46.024 0.000 0.000 7.990
66+930 20.00 0.000 0.758 16.030 3.791 0.000 0.000 20.038 0.000 0.000 4.929
66+940 10.00 0.000 1.077 9.174 11.926
66+950 10.00 0.000 1.230 11.531 14.991
66+970 20.00 0.309 1.065 1.545 22.947 0.000 0.000 1.932 0.000 0.000 29.831
66+990 20.00 0.000 0.210 1.545 12.753 0.000 0.000 1.932 0.000 0.000 16.578
67+010 20.00 4.501 0.000 22.505 1.052 0.000 0.000 28.131 0.000 0.000 1.367
67+030 20.00 13.445 0.000 179.459 0.000 0.000 224.324 0.000 0.000
67+050 20.00 15.808 0.000 292.533 0.000 0.000 365.666 0.000 0.000
67+070 20.00 10.298 0.000 261.065 0.000 0.000 326.332 0.000 0.000
67+090 20.00 7.919 0.000 182.175 0.000 0.000 227.718 0.000 0.000
67+110 20.00 6.567 0.000 144.868 0.000 0.000 181.085 0.000 0.000
67+130 20.00 6.851 0.000 134.187 0.000 0.000 167.733 0.000 0.000
67+150 20.00 5.064 0.000 119.151 0.000 0.000 148.939 0.000 0.000
67+170 20.00 3.645 0.000 87.084 0.000 0.000 108.855 0.000 0.000
67+180 10.00 2.672 0.000 31.583 0.000 0.000 39.478 0.000 0.000
67+190 10.00 0.564 0.158 16.181 0.395 0.000 0.000 20.226 0.000 0.000 0.513
67+200 10.00 0.563 1.440 5.635 7.991 0.000 0.000 7.044 0.000 0.000 10.389
67+210 10.00 0.751 2.356 6.568 18.983 0.000 0.000 8.210 0.000 0.000 24.678
67+220 10.00 0.825 3.010 7.879 26.829 0.000 0.000 9.849 0.000 0.000 34.878
67+230 10.00 0.709 2.406 7.670 27.075 0.000 0.000 9.588 0.000 0.000 35.198
67+250 20.00 0.562 1.922 12.708 43.276 0.000 0.000 15.885 0.000 0.000 56.259
67+270 20.00 1.339 0.300 19.012 22.219 0.000 0.000 23.765 0.000 0.000 28.885
67+290 20.00 4.360 0.000 56.996 1.499 0.000 0.000 71.245 0.000 0.000 1.949
67+310 20.00 4.417 0.000 87.776 0.000 0.000 109.720 0.000 0.000
67+330 20.00 0.642 2.068 50.587 10.338 0.000 0.000 63.234 0.000 0.000 13.439
67+340 10.00 0.515 0.893 5.781 14.804 0.000 0.000 7.227 0.000 0.000 19.245
67+350 10.00 1.419 0.000 9.667 2.233 0.000 0.000 12.084 0.000 0.000 2.903
67+360 10.00 3.260 0.000 23.391 0.000 0.000 29.239 0.000 0.000
67+370 10.00 6.522 0.000 48.906 0.000 0.000 61.133 0.000 0.000
67+390 20.00 8.760 0.000 152.816 0.000 0.000 191.019 0.000 0.000
67+410 20.00 9.761 0.000 185.205 0.000 0.000 231.507 0.000 0.000
67+430 20.00 4.266 0.000 140.271 0.000 0.000 175.339 0.000 0.000
67+450 20.00 1.141 0.890 54.075 4.448 0.000 0.000 67.593 0.000 0.000 5.783
67+470 20.00 0.814 1.805 19.555 26.942 0.000 0.000 24.444 0.000 0.000 35.025
67+490 20.00 3.423 1.358 42.374 31.622 0.000 0.000 52.967 0.000 0.000 41.109
67+510 20.00 0.912 1.215 43.349 25.722 0.000 0.000 54.186 0.000 0.000 33.438
67+520 10.00 4.350 0.321 26.308 7.679 0.000 0.000 32.886 0.000 0.000 9.983
67+530 10.00 9.714 0.000 70.317 0.803 0.000 0.000 87.896 0.000 0.000 1.044
67+540 10.00 8.940 0.000 93.270 0.000 0.000 116.588 0.000 0.000
67+550 10.00 7.727 0.000 83.338 0.000 0.000 104.173 0.000 0.000
67+560 10.00 5.799 0.000 67.633 0.000 0.000 84.541 0.000 0.000
67+570 10.00 7.796 0.000 67.976 0.000 0.000 84.970 0.000 0.000
67+580 10.00 13.215 0.000 105.054 0.000 0.000 131.317 0.000 0.000
67+590 10.00 19.907 0.000 165.610 0.000 0.000 207.012 0.000 0.000
67+600 10.00 15.696 0.000 178.017 0.000 0.000 222.522 0.000 0.000
67+610 10.00 11.817 0.000 137.565 0.000 0.000 171.956 0.000 0.000
67+630 20.00 3.259 0.708 150.757 3.538 0.000 0.000 188.447 0.000 0.000 4.599
67+650 20.00 11.479 0.000 147.378 3.538 0.000 0.000 184.222 0.000 0.000 4.599
67+670 20.00 22.750 0.000 342.286 0.000 0.000 427.857 0.000 0.000
67+690 20.00 33.778 0.000 565.284 0.000 0.000 706.605 0.000 0.000
67+710 20.00 39.290 0.000 730.687 0.000 0.000 913.359 0.000 0.000
67+730 20.00 35.042 0.000 743.327 0.000 0.000 929.158 0.000 0.000
67+750 20.00 35.819 0.000 708.611 0.000 0.000 885.764 0.000 0.000
67+770 20.00 50.403 0.000 862.217 0.000 0.000 1077.772 0.000 0.000
67+790 20.00 48.486 0.000 988.893 0.000 0.000 1236.117 0.000 0.000
67+810 20.00 35.860 0.000 843.460 0.000 0.000 1054.325 0.000 0.000
67+830 20.00 36.842 0.000 727.014 0.000 0.000 908.768 0.000 0.000
67+850 20.00 43.326 0.000 801.674 0.000 0.000 1002.093 0.000 0.000
67+870 20.00 41.066 0.000 843.914 0.000 0.000 1054.892 0.000 0.000
67+880 10.00 29.203 0.000 351.341 0.000 0.000 439.176 0.000 0.000
67+890 10.00 16.956 0.000 230.792 0.000 0.000 288.490 0.000 0.000
67+900 10.00 14.108 0.000 155.318 0.000 0.000 194.147 0.000 0.000
67+910 10.00 8.014 0.000 110.608 0.000 0.000 138.260 0.000 0.000
67+930 20.00 7.046 0.000 150.596 0.000 0.000 188.245 0.000 0.000
67+950 20.00 6.533 0.000 135.787 0.000 0.000 169.733 0.000 0.000
67+960 10.00 7.720 0.000 71.267 0.000 0.000 89.084 0.000 0.000
67+970 10.00 6.307 0.000 70.139 0.000 0.000 87.674 0.000 0.000
67+980 10.00 4.606 0.000 54.565 0.000 0.000 68.206 0.000 0.000
67+990 10.00 1.910 2.119 32.577 5.299 0.000 0.000 40.721 0.000 0.000 6.888
68+000 10.00 0.693 6.348 13.012 42.338 0.000 0.000 16.265 0.000 0.000 55.039
68+010 10.00 1.016 2.525 8.541 44.365 0.000 0.000 10.677 0.000 0.000 57.675
68+030 20.00 6.438 0.000 74.533 12.625 0.000 0.000 93.166 0.000 0.000 16.412
68+050 20.00 10.645 0.000 170.831 0.000 0.000 213.539 0.000 0.000
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
68+070 20.00 16.348 0.000 269.937 0.000 0.000 337.421 0.000 0.000
68+090 20.00 19.573 0.000 359.216 0.000 0.000 449.020 0.000 0.000
68+110 20.00 22.890 0.000 424.630 0.000 0.000 530.788 0.000 0.000
68+130 20.00 24.754 0.000 476.434 0.000 0.000 595.543 0.000 0.000
68+150 20.00 21.509 0.000 462.632 0.000 0.000 578.290 0.000 0.000
68+170 20.00 17.249 0.000 387.581 0.000 0.000 484.476 0.000 0.000
68+190 20.00 16.441 0.000 336.896 0.000 0.000 421.120 0.000 0.000
68+210 20.00 16.059 0.000 324.997 0.000 0.000 406.247 0.000 0.000
68+230 20.00 17.112 0.000 331.704 0.000 0.000 414.630 0.000 0.000
68+250 20.00 8.148 0.000 252.598 0.000 0.000 315.747 0.000 0.000
68+270 20.00 4.071 0.260 122.193 1.302 0.000 0.000 152.741 0.000 0.000 1.692
68+290 20.00 4.660 0.000 87.316 1.302 0.000 0.000 109.146 0.000 0.000 1.692
68+310 20.00 4.555 0.000 92.159 0.000 0.000 115.198 0.000 0.000
68+320 10.00 4.494 0.000 45.247 0.000 0.000 56.558 0.000 0.000
68+330 10.00 3.659 0.000 40.765 0.000 0.000 50.956 0.000 0.000
68+340 10.00 3.532 0.000 35.954 0.000 0.000 44.942 0.000 0.000
68+350 10.00 4.334 0.000 39.330 0.000 0.000 49.162 0.000 0.000
68+370 20.00 5.742 0.000 100.762 0.000 0.000 125.952 0.000 0.000
68+390 20.00 5.414 0.000 111.556 0.000 0.000 139.445 0.000 0.000
68+410 20.00 5.366 0.000 107.795 0.000 0.000 134.744 0.000 0.000
68+430 20.00 6.586 0.000 119.523 0.000 0.000 149.404 0.000 0.000
68+450 20.00 11.090 0.000 176.764 0.000 0.000 220.955 0.000 0.000
68+470 20.00 20.088 0.000 311.781 0.000 0.000 389.726 0.000 0.000
68+490 20.00 23.500 0.000 435.885 0.000 0.000 544.856 0.000 0.000
68+510 20.00 21.992 0.000 454.920 0.000 0.000 568.650 0.000 0.000
68+520 10.00 20.738 0.000 213.646 0.000 0.000 267.058 0.000 0.000
68+530 10.00 17.538 0.000 191.381 0.000 0.000 239.226 0.000 0.000
68+540 10.00 13.098 0.000 153.181 0.000 0.000 191.476 0.000 0.000
68+550 10.00 9.451 0.000 112.743 0.000 0.000 140.929 0.000 0.000
68+570 20.00 5.192 0.000 146.428 0.000 0.000 183.035 0.000 0.000
68+590 20.00 2.217 0.002 74.086 0.008 0.000 0.000 92.607 0.000 0.000 0.010
68+610 20.00 0.000 1.700 11.084 17.011 0.000 0.000 13.855 0.000 0.000 22.115
68+630 20.00 0.705 2.986 3.523 46.860 0.000 0.000 4.403 0.000 0.000 60.918
68+650 20.00 0.994 4.318 16.987 73.047 0.000 0.000 21.234 0.000 0.000 94.961
68+670 20.00 0.652 5.965 16.459 102.834 0.000 0.000 20.574 0.000 0.000 133.684
68+680 10.00 0.804 6.850 7.277 64.077 0.000 0.000 9.097 0.000 0.000 83.300
68+690 10.00 0.923 7.236 8.634 70.430 0.000 0.000 10.792 0.000 0.000 91.559
68+700 10.00 0.635 8.457 7.788 78.463 0.000 0.000 9.735 0.000 0.000 102.001
68+710 10.00 0.000 9.273 1.586 88.650 0.000 0.000 1.983 0.000 0.000 115.245
68+720 10.00 0.000 9.735 95.041 123.554
68+730 10.00 0.000 10.361 100.479 130.623
68+740 10.00 0.000 8.621 94.909 123.381
68+750 10.00 0.000 7.735 81.779 106.313
68+760 10.00 0.000 10.749 92.419 120.145
68+770 10.00 0.000 10.632 106.905 138.976
68+780 10.00 0.000 11.477 110.543 143.705
68+790 10.00 0.000 13.134 123.054 159.971
68+810 20.00 0.000 12.014 251.477 326.920
68+830 20.00 0.000 9.069 210.828 274.077
68+850 20.00 0.000 6.404 154.736 201.157
68+870 20.00 0.000 2.296 87.004 113.105
68+890 20.00 0.845 0.047 4.225 23.431 0.000 0.000 5.281 0.000 0.000 30.460
68+910 20.00 5.268 0.000 61.134 0.235 0.000 0.000 76.418 0.000 0.000 0.306
68+930 20.00 3.156 0.838 84.242 4.191 0.000 0.000 105.302 0.000 0.000 5.448
68+950 20.00 18.902 0.000 220.580 4.191 0.000 0.000 275.725 0.000 0.000 5.448
68+970 20.00 10.368 0.000 292.706 0.000 0.000 365.882 0.000 0.000
68+980 10.00 1.058 0.676 57.133 1.690 0.000 0.000 71.417 0.000 0.000 2.196
68+990 10.00 0.000 2.600 2.646 16.380 0.000 0.000 3.307 0.000 0.000 21.294
69+010 20.00 4.229 0.000 21.147 13.001 0.000 0.000 26.434 0.000 0.000 16.901
69+020 10.00 14.704 0.000 94.665 0.000 0.000 118.331 0.000 0.000
69+030 10.00 25.214 0.000 199.586 0.000 0.000 249.482 0.000 0.000
69+040 10.00 27.513 0.000 263.631 0.000 0.000 329.539 0.000 0.000
69+050 10.00 39.788 0.000 336.501 0.000 0.000 420.626 0.000 0.000
69+060 10.00 51.123 0.000 454.552 0.000 0.000 568.190 0.000 0.000
69+070 10.00 52.992 0.000 520.576 0.000 0.000 650.720 0.000 0.000
69+090 20.00 45.404 0.000 983.968 0.000 0.000 1229.959 0.000 0.000
69+100 10.00 38.203 0.000 418.038 0.000 0.000 522.548 0.000 0.000
69+110 10.00 29.896 0.000 340.495 0.000 0.000 425.619 0.000 0.000
69+130 20.00 13.708 0.000 436.034 0.000 0.000 545.042 0.000 0.000
69+140 10.00 6.042 0.284 98.751 0.709 0.000 0.000 123.438 0.000 0.000 0.922
69+150 10.00 2.690 1.327 43.660 8.054 0.000 0.000 54.576 0.000 0.000 10.470
69+160 10.00 1.680 1.814 21.848 15.707 0.000 0.000 27.310 0.000 0.000 20.419
69+170 10.00 3.735 0.258 27.072 10.362 0.000 0.000 33.840 0.000 0.000 13.471
69+190 20.00 13.625 0.000 173.599 1.290 0.000 0.000 216.999 0.000 0.000 1.678
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
69+200 10.00 16.977 0.000 153.014 0.000 0.000 191.267 0.000 0.000
69+210 10.00 32.833 0.000 249.052 0.000 0.000 311.315 0.000 0.000
69+230 20.00 45.020 0.000 778.532 0.000 0.000 973.164 0.000 0.000
69+240 10.00 43.683 0.000 443.514 0.000 0.000 554.393 0.000 0.000
69+250 10.00 39.268 0.000 414.755 0.000 0.000 518.444 0.000 0.000
69+270 20.00 22.118 0.000 613.858 0.000 0.000 767.323 0.000 0.000
69+280 10.00 15.619 0.000 188.680 0.000 0.000 235.850 0.000 0.000
69+290 10.00 12.462 0.000 140.401 0.000 0.000 175.501 0.000 0.000
69+310 20.00 7.868 0.000 203.293 0.000 0.000 254.116 0.000 0.000
69+330 20.00 5.162 0.000 130.301 0.000 0.000 162.876 0.000 0.000
69+350 20.00 5.141 0.011 103.036 0.053 0.000 0.000 128.796 0.000 0.000 0.069
69+370 20.00 10.972 0.000 161.127 0.053 0.000 0.000 201.409 0.000 0.000 0.069
69+390 20.00 16.668 0.000 276.392 0.000 0.000 345.490 0.000 0.000
69+410 20.00 11.242 0.000 279.095 0.000 0.000 348.868 0.000 0.000
69+430 20.00 10.514 0.000 217.554 0.000 0.000 271.943 0.000 0.000
69+450 20.00 9.417 0.000 199.311 0.000 0.000 249.138 0.000 0.000
69+460 10.00 10.141 0.000 97.793 0.000 0.000 122.241 0.000 0.000
69+470 10.00 18.106 0.000 141.235 0.000 0.000 176.544 0.000 0.000
69+480 10.00 24.264 0.000 211.851 0.000 0.000 264.813 0.000 0.000
69+490 10.00 26.961 0.000 256.124 0.000 0.000 320.155 0.000 0.000
69+500 10.00 33.934 0.000 304.471 0.000 0.000 380.588 0.000 0.000
69+510 10.00 32.126 0.000 330.296 0.000 0.000 412.870 0.000 0.000
69+530 20.00 19.094 0.000 512.201 0.000 0.000 640.251 0.000 0.000
69+550 20.00 14.047 0.000 331.411 0.000 0.000 414.264 0.000 0.000
69+560 10.00 13.030 0.000 135.381 0.000 0.000 169.227 0.000 0.000
69+570 10.00 12.164 0.000 125.970 0.000 0.000 157.463 0.000 0.000
69+590 20.00 2.437 0.649 146.016 3.245 0.000 0.000 182.520 0.000 0.000 4.218
69+610 20.00 0.000 5.903 12.186 65.514 0.000 0.000 15.232 0.000 0.000 85.169
69+630 20.00 0.000 7.689 135.912 176.686
69+650 20.00 0.000 5.327 130.158 169.205
69+660 10.00 0.000 2.823 40.751 52.976
69+670 10.00 0.000 1.882 23.523 30.580
69+680 10.00 0.580 1.332 1.450 16.068 0.000 0.000 1.812 0.000 0.000 20.889
69+690 10.00 1.423 0.179 10.015 7.553 0.000 0.000 12.519 0.000 0.000 9.819
69+710 20.00 2.403 0.000 38.262 0.893 0.000 0.000 47.827 0.000 0.000 1.161
69+730 20.00 6.107 0.000 85.096 0.000 0.000 106.369 0.000 0.000
69+750 20.00 6.215 0.000 123.218 0.000 0.000 154.022 0.000 0.000
69+770 20.00 9.829 0.000 160.440 0.000 0.000 200.550 0.000 0.000
69+790 20.00 10.038 0.000 198.670 0.000 0.000 248.337 0.000 0.000
69+810 20.00 7.933 0.000 179.714 0.000 0.000 224.642 0.000 0.000
69+830 20.00 6.830 0.000 147.635 0.000 0.000 184.544 0.000 0.000
69+840 10.00 8.110 0.000 74.700 0.000 0.000 93.375 0.000 0.000
69+850 10.00 7.308 0.000 77.090 0.000 0.000 96.363 0.000 0.000
69+860 10.00 7.743 0.000 75.257 0.000 0.000 94.071 0.000 0.000
69+870 10.00 9.044 0.000 83.936 0.000 0.000 104.920 0.000 0.000
69+890 20.00 8.556 0.000 175.999 0.000 0.000 219.999 0.000 0.000
69+910 20.00 9.231 0.000 177.872 0.000 0.000 222.340 0.000 0.000
69+930 20.00 12.489 0.000 217.204 0.000 0.000 271.505 0.000 0.000
69+950 20.00 13.044 0.000 255.329 0.000 0.000 319.161 0.000 0.000
69+970 20.00 11.669 0.000 247.131 0.000 0.000 308.913 0.000 0.000
69+990 20.00 12.398 0.000 240.671 0.000 0.000 300.839 0.000 0.000
70+010 20.00 16.065 0.000 284.625 0.000 0.000 355.781 0.000 0.000
70+020 10.00 21.919 0.000 189.916 0.000 0.000 237.396 0.000 0.000
70+030 10.00 22.704 0.000 223.116 0.000 0.000 278.895 0.000 0.000
70+040 10.00 21.770 0.000 222.372 0.000 0.000 277.965 0.000 0.000
70+050 10.00 19.009 0.000 203.893 0.000 0.000 254.866 0.000 0.000
70+070 20.00 13.139 0.000 321.478 0.000 0.000 401.847 0.000 0.000
70+090 20.00 10.744 0.000 238.836 0.000 0.000 298.545 0.000 0.000
70+110 20.00 11.910 0.000 226.549 0.000 0.000 283.187 0.000 0.000
70+130 20.00 3.360 0.257 152.701 1.287 0.000 0.000 190.876 0.000 0.000 1.673
70+150 20.00 0.000 7.145 16.798 74.021 0.000 0.000 20.998 0.000 0.000 96.227
70+160 10.00 0.000 7.235 71.897 93.466
70+170 10.00 0.000 2.725 49.798 64.737
70+180 10.00 5.629 0.000 14.073 6.812 0.000 0.000 17.591 0.000 0.000 8.856
70+190 10.00 13.825 0.000 97.269 0.000 0.000 121.586 0.000 0.000
70+210 20.00 13.992 0.000 278.167 0.000 0.000 347.708 0.000 0.000
70+230 20.00 12.803 0.000 267.953 0.000 0.000 334.941 0.000 0.000
70+250 20.00 9.210 0.000 220.130 0.000 0.000 275.162 0.000 0.000
70+270 20.00 6.642 0.000 158.517 0.000 0.000 198.147 0.000 0.000
70+290 20.00 2.809 0.166 94.511 0.831 0.000 0.000 118.139 0.000 0.000 1.081
70+310 20.00 1.034 0.825 38.434 9.909 0.000 0.000 48.043 0.000 0.000 12.881
70+330 20.00 0.000 7.824 5.172 86.486 0.000 0.000 6.465 0.000 0.000 112.432
70+350 20.00 0.000 6.251 140.746 182.970
70+370 20.00 0.000 7.623 138.737 180.358
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
70+390 20.00 0.000 3.939 115.619 150.304
70+400 10.00 0.000 12.261 80.998 105.298
70+410 10.00 0.000 7.708 99.844 129.797
70+420 10.00 0.000 7.977 78.422 101.949
70+430 10.00 1.114 0.567 2.784 42.721 0.000 0.000 3.480 0.000 0.000 55.537
70+440 10.00 13.349 0.000 72.314 1.419 0.000 0.000 90.392 0.000 0.000 1.844
70+450 10.00 16.408 0.000 148.786 0.000 0.000 185.982 0.000 0.000
70+470 20.00 3.938 1.358 203.462 6.790 0.000 0.000 254.328 0.000 0.000 8.827
70+490 20.00 10.553 0.000 144.911 6.790 0.000 0.000 181.139 0.000 0.000 8.827
70+510 20.00 3.378 2.094 139.313 10.471 0.000 0.000 174.141 0.000 0.000 13.613
70+530 20.00 3.744 1.586 71.227 36.799 0.000 0.000 89.034 0.000 0.000 47.839
70+550 20.00 5.856 1.053 95.999 26.383 0.000 0.000 119.999 0.000 0.000 34.298
70+570 20.00 3.176 0.835 90.311 18.880 0.000 0.000 112.889 0.000 0.000 24.545
70+590 20.00 23.887 0.000 270.630 4.177 0.000 0.000 338.288 0.000 0.000 5.430
70+600 10.00 25.985 0.000 249.364 0.000 0.000 311.705 0.000 0.000
70+610 10.00 23.325 0.000 246.553 0.000 0.000 308.191 0.000 0.000
70+620 10.00 20.991 0.000 221.580 0.000 0.000 276.975 0.000 0.000
70+630 10.00 19.553 0.000 202.716 0.000 0.000 253.395 0.000 0.000
70+650 20.00 12.042 0.000 315.950 0.000 0.000 394.937 0.000 0.000
70+670 20.00 7.552 0.000 195.942 0.000 0.000 244.927 0.000 0.000
70+690 20.00 8.823 0.000 163.748 0.000 0.000 204.685 0.000 0.000
70+710 20.00 11.865 0.000 206.882 0.000 0.000 258.602 0.000 0.000
70+720 10.00 11.379 0.000 116.222 0.000 0.000 145.277 0.000 0.000
70+730 10.00 4.253 0.081 78.161 0.203 0.000 0.000 97.701 0.000 0.000 0.264
70+740 10.00 1.254 1.156 27.534 6.189 0.000 0.000 34.418 0.000 0.000 8.045
70+750 10.00 0.000 6.989 3.135 40.725 0.000 0.000 3.919 0.000 0.000 52.942
70+770 20.00 0.000 12.650 196.390 255.307
70+790 20.00 0.000 13.742 263.923 343.100
70+800 10.00 0.000 12.573 131.576 171.049
70+810 10.00 0.615 8.021 1.536 102.969 0.000 0.000 1.921 0.000 0.000 133.860
70+830 20.00 0.591 7.505 12.055 155.252 0.000 0.000 15.068 0.000 0.000 201.827
70+850 20.00 0.000 7.854 2.955 153.589 0.000 0.000 3.693 0.000 0.000 199.666
70+870 20.00 0.000 7.407 152.610 198.393
70+890 20.00 0.000 6.715 141.213 183.577
70+910 20.00 0.000 5.249 119.634 155.524
70+930 20.00 3.715 0.032 18.573 52.810 0.000 0.000 23.216 0.000 0.000 68.653
70+950 20.00 9.398 0.000 131.126 0.161 0.000 0.000 163.907 0.000 0.000 0.209
70+970 20.00 13.831 0.000 232.294 0.000 0.000 290.368 0.000 0.000
70+990 20.00 16.223 0.000 300.539 0.000 0.000 375.674 0.000 0.000
71+010 20.00 17.333 0.000 335.558 0.000 0.000 419.447 0.000 0.000
71+030 20.00 15.411 0.000 327.445 0.000 0.000 409.306 0.000 0.000
71+050 20.00 8.176 0.203 235.871 1.014 0.000 0.000 294.839 0.000 0.000 1.318
71+070 20.00 9.150 0.000 173.256 1.014 0.000 0.000 216.570 0.000 0.000 1.318
71+090 20.00 19.129 0.000 282.787 0.000 0.000 353.484 0.000 0.000
71+110 20.00 22.204 0.000 413.328 0.000 0.000 516.660 0.000 0.000
71+130 20.00 20.613 0.000 428.171 0.000 0.000 535.214 0.000 0.000
71+150 20.00 22.106 0.000 427.198 0.000 0.000 533.998 0.000 0.000
71+170 20.00 27.557 0.000 496.636 0.000 0.000 620.796 0.000 0.000
71+190 20.00 27.249 0.000 548.060 0.000 0.000 685.075 0.000 0.000
71+210 20.00 34.270 0.000 615.193 0.000 0.000 768.991 0.000 0.000
71+230 20.00 31.200 0.000 654.706 0.000 0.000 818.383 0.000 0.000
71+250 20.00 35.358 0.000 665.586 0.000 0.000 831.982 0.000 0.000
71+270 20.00 26.430 0.000 617.882 0.000 0.000 772.353 0.000 0.000
71+290 20.00 13.531 0.000 399.606 0.000 0.000 499.508 0.000 0.000
71+310 20.00 7.420 0.000 209.508 0.000 0.000 261.884 0.000 0.000
71+330 20.00 3.894 0.065 113.143 0.326 0.000 0.000 141.429 0.000 0.000 0.424
71+350 20.00 3.115 0.716 70.093 7.813 0.000 0.000 87.617 0.000 0.000 10.157
71+370 20.00 2.047 1.415 51.621 21.311 0.000 0.000 64.526 0.000 0.000 27.704
71+390 20.00 1.507 1.815 35.547 32.296 0.000 0.000 44.433 0.000 0.000 41.985
71+410 20.00 0.745 2.485 22.524 42.996 0.000 0.000 28.155 0.000 0.000 55.895
71+430 20.00 0.000 3.795 3.724 62.797 0.000 0.000 4.656 0.000 0.000 81.636
71+440 10.00 0.000 3.711 37.530 48.789
71+450 10.00 0.000 3.147 34.291 44.578
71+460 10.00 0.000 2.237 26.918 34.993
71+470 10.00 0.000 2.490 23.632 30.722
71+490 20.00 1.249 0.534 6.247 30.243 0.000 0.000 7.809 0.000 0.000 39.316
71+510 20.00 2.290 0.121 35.399 6.558 0.000 0.000 44.249 0.000 0.000 8.525
71+530 20.00 1.732 0.362 40.227 4.834 0.000 0.000 50.284 0.000 0.000 6.285
71+550 20.00 1.802 0.195 35.346 5.569 0.000 0.000 44.182 0.000 0.000 7.239
71+560 10.00 1.834 0.000 18.183 0.487 0.000 0.000 22.728 0.000 0.000 0.633
71+570 10.00 4.052 0.000 29.430 0.000 0.000 36.787 0.000 0.000
71+580 10.00 6.636 0.000 53.441 0.000 0.000 66.801 0.000 0.000
71+590 10.00 9.289 0.000 79.628 0.000 0.000 99.535 0.000 0.000
71+600 10.00 9.754 0.000 95.217 0.000 0.000 119.021 0.000 0.000
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
71+610 10.00 10.159 0.000 99.569 0.000 0.000 124.461 0.000 0.000
71+620 10.00 10.294 0.000 102.266 0.000 0.000 127.833 0.000 0.000
71+630 10.00 10.425 0.000 103.595 0.000 0.000 129.493 0.000 0.000
71+640 10.00 10.575 0.000 105.002 0.000 0.000 131.252 0.000 0.000
71+650 10.00 10.303 0.000 104.390 0.000 0.000 130.487 0.000 0.000
71+670 20.00 8.217 0.000 185.200 0.000 0.000 231.500 0.000 0.000
71+690 20.00 5.463 0.000 136.805 0.000 0.000 171.006 0.000 0.000
71+710 20.00 2.562 0.000 80.255 0.000 0.000 100.319 0.000 0.000
71+730 20.00 0.835 0.072 33.971 0.360 0.000 0.000 42.464 0.000 0.000 0.468
71+750 20.00 1.603 0.000 24.381 0.360 0.000 0.000 30.476 0.000 0.000 0.468
71+770 20.00 2.125 0.131 37.284 0.653 0.000 0.000 46.605 0.000 0.000 0.849
71+790 20.00 1.783 0.192 39.076 3.224 0.000 0.000 48.845 0.000 0.000 4.192
71+810 20.00 1.487 0.308 32.695 4.999 0.000 0.000 40.869 0.000 0.000 6.498
71+830 20.00 1.412 0.336 28.994 6.436 0.000 0.000 36.243 0.000 0.000 8.367
71+850 20.00 1.823 0.136 32.352 4.717 0.000 0.000 40.440 0.000 0.000 6.132
71+870 20.00 5.400 0.000 72.232 0.681 0.000 0.000 90.290 0.000 0.000 0.885
71+890 20.00 8.458 0.000 138.585 0.000 0.000 173.231 0.000 0.000
71+910 20.00 9.483 0.000 179.408 0.000 0.000 224.260 0.000 0.000
71+930 20.00 9.064 0.000 185.462 0.000 0.000 231.828 0.000 0.000
71+950 20.00 7.546 0.000 166.091 0.000 0.000 207.614 0.000 0.000
71+970 20.00 3.804 0.000 113.494 0.000 0.000 141.868 0.000 0.000
71+990 20.00 0.000 1.601 19.019 8.004 0.000 0.000 23.774 0.000 0.000 10.405
72+010 20.00 0.000 3.442 50.429 65.557
72+030 20.00 0.000 2.556 59.981 77.976
72+050 20.00 0.984 0.005 4.922 25.607 0.000 0.000 6.153 0.000 0.000 33.289
72+060 10.00 4.635 0.000 28.099 0.012 0.000 0.000 35.123 0.000 0.000 0.015
72+070 10.00 8.170 0.000 64.028 0.000 0.000 80.035 0.000 0.000
72+080 10.00 11.953 0.000 100.616 0.000 0.000 125.769 0.000 0.000
72+090 10.00 14.393 0.000 131.727 0.000 0.000 164.658 0.000 0.000
72+100 10.00 16.727 0.000 155.599 0.000 0.000 194.499 0.000 0.000
72+110 10.00 20.985 0.000 188.561 0.000 0.000 235.701 0.000 0.000
72+120 10.00 24.399 0.000 226.918 0.000 0.000 283.647 0.000 0.000
72+130 10.00 27.448 0.000 259.233 0.000 0.000 324.042 0.000 0.000
72+140 10.00 28.177 0.000 278.125 0.000 0.000 347.657 0.000 0.000
72+150 10.00 29.847 0.000 290.117 0.000 0.000 362.647 0.000 0.000
72+160 10.00 31.026 0.000 304.361 0.000 0.000 380.452 0.000 0.000
72+170 10.00 30.272 0.000 306.491 0.000 0.000 383.114 0.000 0.000
72+180 10.00 30.460 0.000 303.664 0.000 0.000 379.580 0.000 0.000
72+190 10.00 30.028 0.000 302.440 0.000 0.000 378.050 0.000 0.000
72+200 10.00 30.040 0.000 300.338 0.000 0.000 375.422 0.000 0.000
72+210 10.00 31.517 0.000 307.785 0.000 0.000 384.731 0.000 0.000
72+220 10.00 33.537 0.000 325.271 0.000 0.000 406.589 0.000 0.000
72+230 10.00 34.363 0.000 339.500 0.000 0.000 424.375 0.000 0.000
72+250 20.00 33.847 0.000 682.095 0.000 0.000 852.618 0.000 0.000
72+270 20.00 33.441 0.000 672.872 0.000 0.000 841.090 0.000 0.000
72+290 20.00 35.577 0.000 690.176 0.000 0.000 862.720 0.000 0.000
72+310 20.00 41.037 0.000 766.139 0.000 0.000 957.674 0.000 0.000
72+330 20.00 41.471 0.000 825.079 0.000 0.000 1031.349 0.000 0.000
72+350 20.00 37.024 0.000 784.946 0.000 0.000 981.182 0.000 0.000
72+370 20.00 30.719 0.000 677.424 0.000 0.000 846.781 0.000 0.000
72+390 20.00 22.223 0.000 529.415 0.000 0.000 661.768 0.000 0.000
72+410 20.00 10.894 0.000 331.161 0.000 0.000 413.951 0.000 0.000
72+430 20.00 4.859 0.000 157.525 0.000 0.000 196.906 0.000 0.000
72+450 20.00 1.902 0.000 67.608 0.000 0.000 84.510 0.000 0.000
72+470 20.00 1.882 0.000 37.843 0.000 0.000 47.303 0.000 0.000
72+490 20.00 3.308 0.000 51.905 0.000 0.000 64.881 0.000 0.000
72+510 20.00 5.120 0.000 84.278 0.000 0.000 105.348 0.000 0.000
72+530 20.00 6.855 0.000 119.751 0.000 0.000 149.689 0.000 0.000
72+550 20.00 7.671 0.000 145.258 0.000 0.000 181.572 0.000 0.000
72+570 20.00 5.425 0.000 130.953 0.000 0.000 163.692 0.000 0.000
72+590 20.00 3.982 0.000 94.064 0.000 0.000 117.580 0.000 0.000
72+610 20.00 4.952 0.000 89.334 0.000 0.000 111.667 0.000 0.000
72+620 10.00 5.123 0.000 50.372 0.000 0.000 62.965 0.000 0.000
72+630 10.00 4.376 0.000 47.494 0.000 0.000 59.368 0.000 0.000
72+640 10.00 2.533 0.000 34.548 0.000 0.000 43.185 0.000 0.000
72+650 10.00 1.075 0.000 18.043 0.000 0.000 22.554 0.000 0.000
72+660 10.00 0.212 0.233 6.434 0.583 0.000 0.000 8.043 0.000 0.000 0.758
72+670 10.00 0.000 1.055 0.529 6.439 0.000 0.000 0.662 0.000 0.000 8.371
72+690 20.00 0.000 1.698 27.531 35.791
72+710 20.00 0.000 0.660 23.584 30.660
72+730 20.00 2.032 0.000 10.162 3.300 0.000 0.000 12.702 0.000 0.000 4.290
72+750 20.00 0.308 0.061 23.404 0.306 0.000 0.000 29.255 0.000 0.000 0.398
72+770 20.00 0.000 2.177 1.540 22.383 0.000 0.000 1.925 0.000 0.000 29.098
72+790 20.00 0.000 2.463 46.405 60.326
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
72+810 20.00 0.000 1.009 34.724 45.141
72+830 20.00 1.809 0.015 9.043 10.238 0.000 0.000 11.303 0.000 0.000 13.310
72+850 20.00 4.510 0.000 63.190 0.074 0.000 0.000 78.987 0.000 0.000 0.096
72+870 20.00 5.238 0.000 97.484 0.000 0.000 121.855 0.000 0.000
72+890 20.00 5.796 0.000 110.342 0.000 0.000 137.928 0.000 0.000
72+910 20.00 5.252 0.000 110.483 0.000 0.000 138.103 0.000 0.000
72+920 10.00 4.994 0.000 51.230 0.000 0.000 64.037 0.000 0.000
72+930 10.00 6.195 0.000 55.945 0.000 0.000 69.932 0.000 0.000
72+940 10.00 5.529 0.000 58.620 0.000 0.000 73.275 0.000 0.000
72+950 10.00 5.145 0.000 53.370 0.000 0.000 66.712 0.000 0.000
72+970 20.00 4.726 0.000 98.710 0.000 0.000 123.387 0.000 0.000
72+990 20.00 4.615 0.000 93.406 0.000 0.000 116.758 0.000 0.000
73+010 20.00 5.200 0.000 98.149 0.000 0.000 122.686 0.000 0.000
73+030 20.00 11.560 0.000 167.598 0.000 0.000 209.498 0.000 0.000
73+050 20.00 19.377 0.000 309.365 0.000 0.000 386.706 0.000 0.000
73+070 20.00 24.477 0.000 438.534 0.000 0.000 548.168 0.000 0.000
73+090 20.00 22.231 0.000 467.079 0.000 0.000 583.848 0.000 0.000
73+110 20.00 8.365 0.000 305.958 0.000 0.000 382.448 0.000 0.000
73+130 20.00 4.609 0.000 129.738 0.000 0.000 162.173 0.000 0.000
73+150 20.00 6.149 0.000 107.578 0.000 0.000 134.473 0.000 0.000
73+170 20.00 2.843 0.000 89.915 0.000 0.000 112.394 0.000 0.000
73+190 20.00 0.267 0.135 31.098 0.676 0.000 0.000 38.873 0.000 0.000 0.879
73+210 20.00 0.216 0.413 4.827 5.483 0.000 0.000 6.034 0.000 0.000 7.128
73+220 10.00 0.000 0.913 0.540 6.631 0.000 0.000 0.674 0.000 0.000 8.621
73+230 10.00 0.000 0.956 9.347 12.151
73+240 10.00 0.492 0.472 1.230 7.141 0.000 0.000 1.537 0.000 0.000 9.284
73+250 10.00 3.201 0.000 18.465 1.180 0.000 0.000 23.081 0.000 0.000 1.534
73+260 10.00 3.401 0.000 33.010 0.000 0.000 41.263 0.000 0.000
73+270 10.00 3.099 0.000 32.501 0.000 0.000 40.626 0.000 0.000
73+280 10.00 3.485 0.000 32.920 0.000 0.000 41.150 0.000 0.000
73+290 10.00 4.046 0.000 37.653 0.000 0.000 47.066 0.000 0.000
73+300 10.00 4.854 0.000 44.498 0.000 0.000 55.623 0.000 0.000
73+310 10.00 5.229 0.000 50.418 0.000 0.000 63.022 0.000 0.000
73+320 10.00 4.062 0.000 46.459 0.000 0.000 58.074 0.000 0.000
73+330 10.00 3.138 0.001 36.004 0.002 0.000 0.000 45.005 0.000 0.000 0.002
73+340 10.00 3.119 0.000 31.285 0.002 0.000 0.000 39.106 0.000 0.000 0.002
73+350 10.00 2.580 0.000 28.494 0.000 0.000 35.618 0.000 0.000
73+360 10.00 3.728 0.000 31.540 0.000 0.000 39.425 0.000 0.000
73+370 10.00 7.027 0.000 53.771 0.000 0.000 67.214 0.000 0.000
73+390 20.00 7.328 0.000 143.548 0.000 0.000 179.435 0.000 0.000
73+410 20.00 10.288 0.000 176.165 0.000 0.000 220.207 0.000 0.000
73+430 20.00 15.923 0.000 262.110 0.000 0.000 327.637 0.000 0.000
73+450 20.00 22.553 0.000 384.756 0.000 0.000 480.945 0.000 0.000
73+470 20.00 23.707 0.000 462.599 0.000 0.000 578.248 0.000 0.000
73+490 20.00 21.903 0.000 456.103 0.000 0.000 570.128 0.000 0.000
73+510 20.00 18.527 0.000 404.308 0.000 0.000 505.385 0.000 0.000
73+520 10.00 16.393 0.000 174.603 0.000 0.000 218.253 0.000 0.000
73+530 10.00 13.462 0.000 149.275 0.000 0.000 186.594 0.000 0.000
73+540 10.00 9.345 0.000 114.037 0.000 0.000 142.546 0.000 0.000
73+550 10.00 5.809 0.000 75.771 0.000 0.000 94.714 0.000 0.000
73+560 10.00 3.369 0.000 45.887 0.000 0.000 57.358 0.000 0.000
73+570 10.00 2.005 0.000 26.866 0.000 0.000 33.583 0.000 0.000
73+580 10.00 2.896 0.000 24.504 0.000 0.000 30.630 0.000 0.000
73+590 10.00 4.443 0.000 36.696 0.000 0.000 45.870 0.000 0.000
73+600 10.00 5.642 0.000 50.423 0.000 0.000 63.029 0.000 0.000
73+610 10.00 6.416 0.000 60.289 0.000 0.000 75.362 0.000 0.000
73+620 10.00 6.794 0.000 66.054 0.000 0.000 82.568 0.000 0.000
73+630 10.00 6.794 0.000 67.945 0.000 0.000 84.931 0.000 0.000
73+650 20.00 5.920 0.000 127.143 0.000 0.000 158.929 0.000 0.000
73+670 20.00 4.988 0.000 109.081 0.000 0.000 136.351 0.000 0.000
73+690 20.00 3.533 0.000 85.212 0.000 0.000 106.515 0.000 0.000
73+710 20.00 1.621 0.000 51.536 0.000 0.000 64.420 0.000 0.000
73+730 20.00 0.496 0.084 21.165 0.422 0.000 0.000 26.456 0.000 0.000 0.549
73+750 20.00 0.000 0.512 2.479 5.969 0.000 0.000 3.099 0.000 0.000 7.760
73+770 20.00 0.223 1.290 1.114 18.025 0.000 0.000 1.393 0.000 0.000 23.433
73+790 20.00 0.436 1.023 6.592 23.127 0.000 0.000 8.240 0.000 0.000 30.065
73+810 20.00 0.842 0.134 12.782 11.571 0.000 0.000 15.978 0.000 0.000 15.042
73+830 20.00 2.452 0.000 32.944 0.672 0.000 0.000 41.180 0.000 0.000 0.874
73+850 20.00 1.135 0.000 35.878 0.000 0.000 44.847 0.000 0.000
73+870 20.00 0.732 0.029 18.674 0.145 0.000 0.000 23.343 0.000 0.000 0.189
73+890 20.00 0.502 0.113 12.346 1.424 0.000 0.000 15.432 0.000 0.000 1.851
73+910 20.00 0.236 0.367 7.387 4.803 0.000 0.000 9.233 0.000 0.000 6.244
73+930 20.00 0.000 0.761 1.181 11.283 0.000 0.000 1.476 0.000 0.000 14.668
73+950 20.00 0.253 0.687 1.267 14.482 0.000 0.000 1.583 0.000 0.000 18.826
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
73+970 20.00 0.000 0.957 1.267 16.443 0.000 0.000 1.583 0.000 0.000 21.375
73+990 20.00 0.212 0.112 1.060 10.691 0.000 0.000 1.325 0.000 0.000 13.898
74+010 20.00 0.579 0.004 7.914 1.152 0.000 0.000 9.893 0.000 0.000 1.497
74+030 20.00 0.871 0.000 14.502 0.018 0.000 0.000 18.127 0.000 0.000 0.023
74+050 20.00 1.225 0.000 20.962 0.000 0.000 26.202 0.000 0.000
74+070 20.00 1.317 0.000 25.427 0.000 0.000 31.784 0.000 0.000
74+090 20.00 0.889 0.000 22.063 0.000 0.000 27.579 0.000 0.000
74+100 10.00 0.737 0.012 8.131 0.031 0.000 0.000 10.163 0.000 0.000 0.040
74+110 10.00 0.730 0.000 7.336 0.062 0.000 0.000 9.170 0.000 0.000 0.081
74+120 10.00 0.869 0.000 7.997 0.000 0.000 0.000 9.996 0.000 0.000 0.000
74+130 10.00 1.490 0.000 11.794 0.000 0.000 14.743 0.000 0.000
74+140 10.00 2.142 0.000 18.158 0.000 0.000 22.698 0.000 0.000
74+150 10.00 2.853 0.000 24.977 0.000 0.000 31.221 0.000 0.000
74+170 20.00 4.468 0.000 73.210 0.000 0.000 91.512 0.000 0.000
74+190 20.00 8.639 0.000 131.066 0.000 0.000 163.833 0.000 0.000
74+210 20.00 12.780 0.000 214.195 0.000 0.000 267.743 0.000 0.000
74+230 20.00 15.074 0.000 278.545 0.000 0.000 348.182 0.000 0.000
74+250 20.00 11.228 0.000 263.017 0.000 0.000 328.771 0.000 0.000
74+270 20.00 6.515 0.000 177.426 0.000 0.000 221.782 0.000 0.000
74+290 20.00 4.766 0.000 112.807 0.000 0.000 141.009 0.000 0.000
74+310 20.00 3.918 0.000 86.838 0.000 0.000 108.548 0.000 0.000
74+330 20.00 2.775 0.000 66.931 0.000 0.000 83.664 0.000 0.000
74+350 20.00 1.321 0.000 40.958 0.000 0.000 51.197 0.000 0.000
74+370 20.00 0.000 0.281 6.604 1.407 0.000 0.000 8.255 0.000 0.000 1.829
74+390 20.00 0.000 2.000 22.818 29.664
74+410 20.00 0.000 4.028 60.285 78.370
74+430 20.00 0.000 2.140 61.683 80.188
74+450 20.00 2.558 0.000 12.791 10.701 0.000 0.000 15.989 0.000 0.000 13.912
74+470 20.00 4.246 0.000 68.047 0.000 0.000 85.059 0.000 0.000
74+490 20.00 6.132 0.000 103.780 0.000 0.000 129.725 0.000 0.000
74+510 20.00 6.421 0.000 125.522 0.000 0.000 156.903 0.000 0.000
74+530 20.00 4.650 0.000 110.706 0.000 0.000 138.383 0.000 0.000
74+550 20.00 2.352 0.000 70.023 0.000 0.000 87.529 0.000 0.000
74+570 20.00 0.205 0.008 25.575 0.042 0.000 0.000 31.969 0.000 0.000 0.054
74+590 20.00 0.000 1.584 1.026 15.924 0.000 0.000 1.282 0.000 0.000 20.701
74+610 20.00 0.293 0.065 1.466 16.495 0.000 0.000 1.832 0.000 0.000 21.443
74+630 20.00 1.033 0.000 13.262 0.327 0.000 0.000 16.578 0.000 0.000 0.426
74+650 20.00 3.399 0.000 44.323 0.000 0.000 55.404 0.000 0.000
74+670 20.00 2.721 0.000 61.204 0.000 0.000 76.504 0.000 0.000
74+690 20.00 2.200 0.000 49.207 0.000 0.000 61.509 0.000 0.000
74+710 20.00 4.119 0.000 63.186 0.000 0.000 78.983 0.000 0.000
74+730 20.00 3.745 0.000 78.641 0.000 0.000 98.301 0.000 0.000
74+750 20.00 4.520 0.000 82.652 0.000 0.000 103.316 0.000 0.000
74+770 20.00 3.513 0.000 80.330 0.000 0.000 100.412 0.000 0.000
74+790 20.00 1.913 0.000 54.260 0.000 0.000 67.825 0.000 0.000
74+810 20.00 0.860 0.000 27.738 0.000 0.000 34.672 0.000 0.000
74+830 20.00 0.000 0.150 4.302 0.748 0.000 0.000 5.378 0.000 0.000 0.972
74+840 10.00 0.179 0.080 0.447 1.146 0.000 0.000 0.559 0.000 0.000 1.489
74+850 10.00 0.194 0.028 1.863 0.538 0.000 0.000 2.329 0.000 0.000 0.699
74+860 10.00 0.248 0.001 2.208 0.147 0.000 0.000 2.760 0.000 0.000 0.191
74+870 10.00 0.831 0.000 5.394 0.004 0.000 0.000 6.743 0.000 0.000 0.005
74+880 10.00 1.267 0.000 10.491 0.000 0.000 13.113 0.000 0.000
74+890 10.00 1.783 0.000 15.250 0.000 0.000 19.063 0.000 0.000
74+900 10.00 2.455 0.000 21.188 0.000 0.000 26.486 0.000 0.000
74+910 10.00 1.803 0.000 21.289 0.000 0.000 26.612 0.000 0.000
74+930 20.00 1.559 0.000 33.617 0.000 0.000 42.021 0.000 0.000
74+950 20.00 1.471 0.000 30.297 0.000 0.000 37.871 0.000 0.000
74+970 20.00 1.156 0.000 26.268 0.000 0.000 32.835 0.000 0.000
74+990 20.00 0.805 0.000 19.605 0.000 0.000 24.507 0.000 0.000
75+010 20.00 0.235 0.067 10.398 0.333 0.000 0.000 12.997 0.000 0.000 0.433
75+030 20.00 1.007 0.000 12.422 0.333 0.000 0.000 15.527 0.000 0.000 0.433
75+050 20.00 1.827 0.000 28.339 0.000 0.000 35.424 0.000 0.000
75+070 20.00 2.023 0.000 38.497 0.000 0.000 48.122 0.000 0.000
75+090 20.00 0.889 0.000 29.114 0.000 0.000 36.393 0.000 0.000
75+110 20.00 0.000 0.581 4.443 2.904 0.000 0.000 5.553 0.000 0.000 3.775
75+130 20.00 0.000 2.097 26.774 34.807
75+150 20.00 0.000 1.499 35.952 46.738
75+170 20.00 0.333 0.011 1.666 15.092 0.000 0.000 2.083 0.000 0.000 19.620
75+190 20.00 4.170 0.000 45.032 0.053 0.000 0.000 56.290 0.000 0.000 0.069
75+210 20.00 3.050 0.000 72.204 0.000 0.000 90.255 0.000 0.000
75+230 20.00 1.562 0.002 46.120 0.011 0.000 0.000 57.650 0.000 0.000 0.014
75+245 15.00 0.740 0.337 17.263 2.546 0.000 0.000 21.578 0.000 0.000 3.309
TOTAL VOLUMEN 202,280.029 10,636.307 13,069.313 8,714.992 225,615.687 16,990.107 12,200.988 13,827.199
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
OBRA : : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
FECHA : AGOSTO DEL 2011
DIST.
AREA (M2) VOLUMEN DE RELLENO (M3) VOLUMEN CORTE CORREGIDO (M3)
CORTE RELLENO RELLENO ROCA SUELTA ROCA FIJAMATERIAL SUELTO ROCA SUELTA ROCA FIJA RELLENO
1.25 1.30 1.40
RELLENO CORREGIDO
VOLUMEN DE CORTE (M3)
FB = FC = FD = FA =
corte de material + esponjamiento 225,615.69 16,990.11 12,200.99 13,827.20
VALOR. ACTUALRESUMEN
3.01 CORTE MATERIAL SUELTO (M3) 225,615.69
3.02 CORTE ROCA SUELTA (M3) 16,990.11
3.03 CORTE ROCA FIJA (M3) 12,200.99
3.04 CONFORMACION DE TERRAPLENES CON MATERIAL DE CANTERA Y TRANSPORTADO (M3) 22,745.14
3.05 CONFORMACION DE TERRAPLENES CON MATERIAL PROPIO (M3) 13,827.20
3.06 ELIMINACION DE MATERIAL EXCEDENTE (M3) ESPONJ. 1.00 254,806.78 240,979.58
01.03.07 PERFILADO Y COMPACTACION DE SUB-RASANTE EN ZONAS-CORTE
PROGRESIVALONGITUD ANCHO AREA
DEL KM. AL KM.53+670 75+245 21,575.00 7.45 160,733.75
TOTAL M2 160,733.75
01.03.08 TRANSPORTE DE MATERIAL GRANULAR PARA D= -IKM
PROGRESIVALONGITUD ANEXO AREA
DEL KM. AL KM.53+670 75+245 21,575.00 105,178.13 105,178.13
TOTAL M3 105,178.13
01.03.09 TRANSPORTE DE MATERIAL GRANULAR PARA D=+IKM
PROGRESIVALONGITUD ANEXO AREA
DEL KM. AL KM.53+670 75+245 21,575.00 576,681.11 576,681.11
TOTAL M3 576,681.11
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
0.000 ###
16.527 ###
1.615 57.498 ### 32.454
8.783 84.912 ### 20.175
5.827 98.228 ### 9.487
2.333 132.674 ### 27.090
0.001 181.723 ### 39.239
0.001 226.101 ### 35.502
0.081 264.672 ### 30.841
0.081 293.353 ### 22.929
322.706
377.705
445.608
497.778
0.511 532.665 27.807
1.043 570.599 30.138
0.584 608.880 30.509
0.281 633.407 19.565
0.093 653.156 31.654
3.081 660.675 13.880
3.720 668.821 15.265
0.731 713.134 71.340
750.124
789.363
0.013 823.408 54.481
0.013 856.573 53.071
5.922 945.946 ### 146.550
11.909 1032.894 ### 146.264
0.125 1119.468 ### 138.593
0.071 1187.960 ### 109.629
6.449 1258.938 ### 117.435
3.375 1295.431 ### 60.413
4.272 1316.896 36.908
4.117 1379.454 102.563
1452.640
1521.734
0.544 1542.800 34.033
6.050 1548.077 12.073
5.942 1559.072 21.157
6.925 1569.482 20.812
51.256 1549.270 -1.587
19.683 1578.127 57.982
1683.996
1702.199
1727.878
1906.619
1984.293
2060.720
2138.863
2245.159
2520.047
2663.843
2829.756
3025.702
3203.227
3441.446
3595.278
3656.405
3718.572
3944.164
4168.721
22.174 4181.097 12.376
58.543 4122.554 45.033
44.949 4077.605 34.576
8.580 4078.561 0.956
4104.607
4152.246
4217.432
4297.039
4469.054
4670.248
4807.753
4937.229
5037.921
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
5144.336
5265.387
5380.768
5537.713
0.024 5606.842 69.129
0.130 5637.466 30.624
0.886 5750.282 112.816
0.402 5986.999 236.717
6207.401
0.424 6330.885 123.483
15.837 6345.256 14.371
18.948 6353.241 7.985
1.767 6404.566 51.325
6501.777
6655.004
6851.329
7321.750
7821.754
8263.903
8650.393
8999.609
9318.931
9616.546
9890.320
10123.528
10298.108
10434.656
0.008 10541.696 107.040
0.008 10644.186 102.490
1.460 10754.714 110.529
3.585 10840.837 86.123
0.333 10908.382 67.545
2.452 10942.847 34.465
14.623 10961.966 19.120
9.809 10971.278 9.312
34.844 10939.603 -31.675
43.017 10897.042 -42.561
28.258 10869.241 -27.801
34.908 10834.333 26.852
3.584 10834.753 0.421
0.633 10860.610 25.856
10903.002
10954.084
11009.131
11064.997
11111.209
11186.205
11303.898
0.248 11402.224 98.326
15.426 11498.332 96.108
25.595 11563.272 64.940
5.581 11627.130 63.858
11675.621
11738.267
11845.135
11930.422
11962.377
12026.251
8.912 12097.960 71.709
19.717 12110.432 12.472
21.602 12112.807 2.375
11.809 12121.526 8.719
0.506 12151.805 30.279
2.573 12174.767 22.962
11.860 12183.599 8.832
15.855 12228.208 44.609
40.952 12204.342 -23.866
143.181 12061.162 110.139
75.253 11985.909 57.887
11.463 11989.196 3.287
12053.277
12150.974
12372.352
12520.650
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
12623.136
7.302 12679.670 56.534
15.111 12727.582 47.912
0.253 12869.187 141.604
12963.315
13061.618
13152.022
13227.727
8.694 13335.004 107.277
28.226 13342.856 7.853
43.161 13325.701 -17.156
119.579 13231.802 -93.899
72.666 13225.298 -6.505
0.086 13373.940 148.643
13593.631
13843.373
14136.699
14722.482
15244.145
15641.273
15862.188
15911.522
15949.569
15984.889
16036.854
16170.543
16304.855
16452.535
16654.876
16896.215
17018.803
17144.707
17276.281
17411.867
17558.735
17720.013
18095.940
18509.669
18707.301
18891.688
19247.223
19577.039
19850.073
20054.102
20215.962
20380.601
20563.844
20767.044
20962.277
21133.836
21342.778
21580.382
21773.535
21922.258
22060.088
9.174 22128.886 68.798
66.514 22065.402 -63.484
109.863 21955.538 84.510
139.157 21816.381 107.044
142.401 21673.979 109.540
65.238 21612.657 -61.322
0.074 21629.081 16.424
21664.107
21714.650
21775.347
21843.671
21916.422
22040.542
22110.796
2.777 22113.065 2.269
21.430 22091.635 16.485
36.293 22055.342 27.917
26.845 22029.443 -25.899
3.214 22036.274 6.831
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
22062.588
22157.815
22289.614
22405.534
22435.540
22451.897
22477.104
22513.155
22551.603
22587.800
22617.205
22638.720
22663.733
22700.306
22768.815
22872.752
22927.881
22976.580
23037.831
23115.503
23258.243
23297.465
2.299 23300.118 2.653
35.480 23264.638 27.292
45.601 23219.925 -44.713
14.718 23285.418 65.493
23397.807
23433.400
0.001 23469.695 36.296
0.002 23545.936 76.241
23650.372
23797.926
23885.984
23982.056
24146.227
24305.985
0.041 24413.330 107.344
30.277 24386.440 -26.890
15.118 24388.606 2.166
24467.773
24552.053
24630.830
24712.467
24922.200
25183.923
25309.706
0.000 25404.842 95.136
0.000 25485.316 80.474
25582.780
25769.174
3.853 25850.456 81.281
8.982 25847.358 -3.098
14.002 25836.492 -10.866
13.453 25826.294 -10.198
4.911 25827.839 1.546
0.331 25865.615 37.775
26021.831
26200.451
26333.995
26421.724
26469.756
0.748 26482.799 13.043
0.748 26583.331 100.532
26785.486
26978.238
27116.504
0.566 27193.612 77.108
1.132 27403.283 209.671
27601.350
27866.138
28476.901
29060.365
29515.885
29862.353
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
30166.147
30329.124
30525.869
30745.623
30995.989
31643.198
32052.519
32462.144
32758.804
32979.802
33421.663
33614.927
0.124 33753.133 138.206
0.124 33836.967 83.835
33894.372
0.007 33981.846 87.474
0.813 34001.025 19.179
4.859 34003.963 2.938
2.027 34049.183 45.220
34115.793
34210.127
34319.390
34467.867
34741.634
0.368 35238.981 497.348
0.370 35512.873 273.892
0.001 35706.930 194.057
35838.872
35944.303
36043.371
36148.746
36249.804
36325.833
36378.196
36419.197
36458.358
36507.494
36579.928
36698.166
36830.183
0.021 36926.590 96.407
0.021 37011.370 84.780
0.100 37086.114 74.744
0.100 37141.745 55.631
37187.084
37221.262
37254.454
2.033 37322.941 68.487
2.033 37411.431 88.490
37518.786
37650.944
37765.432
37864.983
37978.142
38024.675
38068.509
4.581 38084.951 16.442
25.170 38062.679 -22.272
27.242 38036.886 -25.793
35.391 38003.918 -32.969
47.380 38004.812 0.895
7.537 38126.325 121.513
38309.557
38388.253
38451.064
38530.404
38646.555
38989.243
39411.866
39631.003
39799.253
16.453 39810.996 11.743
73.685 39737.311 56.681
65.577 39671.734 50.444
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
32.709 39640.953 -30.781
3.956 39747.565 106.612
39967.939
40330.349
3.366 40507.059 176.710
8.672 40540.678 33.619
5.307 40578.330 37.653
0.000 40652.439 74.109
40777.926
40959.194
41121.945
0.093 41298.356 176.411
5.533 41340.809 42.453
22.915 41342.894 2.085
46.692 41300.823 -42.071
58.778 41242.045 45.214
40.166 41201.879 30.897
5.303 41211.987 10.108
41373.559
41672.585
42272.679
42673.371
42849.552
42888.741
42941.228
43020.790
43148.865
43422.974
43604.168
43721.142
43790.221
43827.338
43858.335
43889.855
0.039 43899.050 9.194
4.878 43894.840 -4.209
13.056 43881.784 10.043
16.903 43864.881 13.002
16.777 43848.104 12.905
13.987 43834.118 10.759
9.438 43824.679 7.260
4.627 43820.812 -3.867
0.522 43826.122 5.310
43835.614
43847.235
43863.427
43905.636
43996.657
0.092 44118.325 121.668
0.287 44243.928 125.603
15.349 44324.199 80.271
7.623 44471.020 146.821
44769.737
44967.177
45288.304
45668.413
45986.778
46392.124
0.030 46453.754 61.631
0.030 46484.794 31.040
46565.823
0.001 46634.080 68.257
0.001 46660.562 26.482
46695.609
46801.183
47006.805
47334.834
47839.199
48455.215
49072.972
49637.873
50108.251
50694.862
50835.128
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
6.341 50890.745 55.617
58.258 50887.772 -2.974
8.223 50997.985 110.213
51355.479
51864.373
52419.261
53416.915
54160.023
54511.221
54988.232
55621.939
56226.302
57066.508
57626.129
58176.911
5.783 58479.475 302.564
5.783 58687.509 208.034
0.792 58953.245 265.736
13.085 58958.935 5.690
35.759 58923.176 27.507
68.674 58854.502 52.826
51.340 58803.161 39.492
21.986 58785.548 -17.613
3.593 58820.090 34.542
58964.064
59228.307
59704.741
60005.671
60219.058
60306.724
60382.318
60433.399
60464.409
3.624 60488.757 24.348
14.105 60515.838 27.081
6.857 60644.795 128.957
60894.413
61227.768
61590.694
61988.936
62356.887
62564.047
62937.251
63554.646
64353.603
65262.653
66227.908
67987.911
69388.761
70424.651
71156.891
71433.178
71646.546
71796.841
71896.882
72029.089
72068.736
72098.814
1.981 72104.281 5.467
16.658 72087.623 12.813
47.512 72040.111 36.548
24.208 72038.745 -1.366
0.522 72098.083 59.338
72198.382
72333.170
72466.706
0.061 72636.185 169.478
0.061 72730.672 94.488
72887.247
73057.850
2.055 73185.321 127.472
3.161 73248.304 62.982
0.553 73331.801 83.497
73432.886
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
73551.498
0.445 73744.860 193.363
0.445 73822.528 77.667
73926.525
74124.255
74456.381
74671.155
74879.683
75074.950
75246.907
0.029 75462.757 215.851
8.262 75519.467 56.710
13.685 75512.895 -6.573
17.229 75506.810 -6.084
7.244 75625.651 118.841
75900.048
76263.391
77026.851
77679.543
78240.432
78549.978
6.257 78569.713 19.735
34.541 78536.667 -33.046
22.049 78518.870 -17.797
0.010 78533.481 14.611
0.006 78572.908 39.427
0.006 78662.289 89.380
78878.741
79015.114
79082.061
79169.025
79292.360
0.005 79363.960 71.601
0.538 79433.098 69.137
1.079 79499.767 66.669
0.275 79567.720 67.952
79675.544
79753.197
79862.048
80002.604
0.572 80128.280 125.676
0.572 80317.091 188.811
80623.471
80809.216
81011.543
81217.996
81444.551
81836.935
82036.902
13.037 82051.017 14.115
16.744 82043.475 -7.543
1.853 82130.259 86.784
82236.109
82382.968
82745.648
83263.269
84234.227
84895.604
85128.713
85340.313
85651.690
85902.099
86151.765
86334.498
86443.311
86589.291
86766.683
86846.854
86904.687
86942.663
86973.053
86997.648
0.008 87012.594 14.946
1.731 87018.200 5.607
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
2.818 87030.949 12.748
1.102 87135.344 104.395
87277.371
14.377 87328.348 50.978
39.194 87295.183 -33.165
8.875 87287.030 -8.153
3.936 87283.842 -3.188
0.141 87296.991 13.149
87327.862
0.024 87364.213 36.351
4.110 87386.112 21.899
13.146 87394.699 8.588
12.481 87390.841 -3.859
31.645 87361.351 -29.490
25.244 87337.874 -23.476
0.264 87350.680 12.806
87383.678
87437.440
87527.009
87664.695
87847.976
88083.655
88371.214
88684.030
88990.265
89281.601
89553.539
89967.779
90188.875
0.077 90266.668 77.793
5.312 90281.112 14.444
14.799 90269.682 -11.429
17.208 90253.928 -15.754
3.783 90291.040 37.112
90423.904
90722.452
91219.028
91764.934
92207.733
92550.693
3.360 92712.935 162.242
14.830 92706.454 -6.481
26.635 92684.111 -22.343
23.239 92661.954 -22.157
4.037 92664.603 2.649
92707.528
92772.727
92861.073
92969.293
93169.226
93310.961
1.153 93374.116 63.155
11.161 93378.746 4.630
12.786 93380.228 1.482
23.122 93362.076 -18.152
24.051 93338.025 18.500
11.806 93326.219 9.082
6.981 93328.193 1.974
0.017 93402.531 74.338
93552.490
93773.207
94031.881
94296.167
94551.019
94774.099
94998.498
95192.808
6.860 95269.447 76.639
29.366 95272.190 2.743
7.823 95332.145 59.955
95468.589
95562.492
95669.658
95802.544
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
95976.164
96183.938
96438.983
96765.194
97129.920
97491.688
97832.566
98444.810
98961.503
99375.360
99640.897
99756.087
99916.642
100280.356
100615.216
100796.750
100872.048
100961.190
101102.910
101281.242
101655.533
102023.938
102371.167
102677.328
102928.527
103118.213
103262.080
103403.261
103530.542
103614.828
2.212 103667.808 52.980
5.837 103687.590 19.783
1.813 103720.099 32.509
103796.538
103980.451
104304.049
104727.652
105579.674
106333.911
107020.809
107574.301
107959.523
108203.360
108274.404
108321.118
0.650 108349.272 28.154
6.324 108360.030 10.757
10.913 108359.838 -0.192
11.826 108354.960 -4.878
11.472 108348.660 -6.299
10.240 108342.285 -6.375
12.590 108330.463 -11.822
17.897 108312.566 13.767
19.020 108293.546 14.630
15.888 108277.658 12.222
13.122 108265.662 -11.995
11.433 108260.988 -4.674
14.950 108266.356 5.368
12.637 108271.399 5.043
23.181 108251.406 -19.993
28.056 108224.830 -26.576
36.818 108189.493 -35.338
38.184 108153.068 -36.425
18.183 108147.730 -5.338
4.906 108163.934 16.204
2.383 108186.177 22.243
2.846 108212.949 26.772
7.220 108239.785 26.836
6.956 108279.263 39.479
0.617 108357.822 78.559
0.566 108451.661 93.839
3.402 108473.515 21.854
2.944 108487.614 14.099
0.108 108578.140 90.526
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
108729.564
108812.458
108889.188
108976.083
109088.779
109214.636
109354.738
109742.231
110075.082
1.171 110191.360 116.278
1.939 110202.898 11.538
0.384 110224.538 21.640
110280.065
110420.345
110664.804
19.214 110666.727 1.923
70.356 110596.370 54.120
50.854 110545.516 39.118
16.722 110529.880 -15.637
7.968 110529.285 -0.595
0.354 110549.044 19.759
110585.965
110634.994
110687.915
110771.820
110900.146
111014.021
111151.124
111291.809
111416.609
111640.530
111950.202
112121.549
112246.989
2.043 112333.216 86.227
24.009 112361.445 28.229
76.532 112363.284 1.839
18.343 112553.211 189.927
113010.787
113624.922
114025.510
114638.393
115484.806
116442.380
118083.551
119228.916
120082.876
120387.239
0.010 120524.884 137.644
0.020 120612.747 87.864
120672.393
120726.181
120814.169
120877.354
120953.607
121043.608
121160.816
121415.920
121613.756
121745.434
121840.813
121943.966
1.438 122021.879 77.913
52.752 121978.799 -43.080
77.061 121901.768 -77.031
73.650 121828.147 -73.621
23.233 121838.203 10.056
121994.754
122078.283
122171.803
122290.446
122420.415
122636.807
122763.161
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
3.205 122813.815 50.654
17.378 122815.949 2.134
13.191 122820.726 4.777
1.112 122863.611 42.885
122961.278
123111.187
123295.378
123513.792
123774.387
124057.084
124340.456
124602.969
124826.724
125008.608
125144.372
125230.917
125276.290
0.050 125287.827 11.537
0.285 125295.457 7.630
0.185 125312.821 17.364
2.444 125325.887 13.066
11.066 125324.985 -0.901
3.090 125344.707 19.721
125403.961
125524.036
125677.319
125817.294
125915.274
125983.574
2.910 125998.463 14.889
7.001 125994.518 -3.945
0.591 126009.596 15.077
5.521 126008.852 -0.743
24.914 125983.939 19.164
38.434 125945.505 29.565
60.224 125885.281 46.326
63.294 125821.987 48.687
44.359 125777.629 34.122
23.686 125759.071 -18.557
7.875 125783.117 24.046
0.458 125844.133 61.015
125940.189
126052.458
126176.525
126324.340
126500.830
126713.979
126951.169
127177.246
127391.647
127593.563
127757.790
127882.163
127969.754
128021.305
9.017 128020.756 -0.549
27.016 127993.740 20.781
11.567 127983.429 -10.312
1.293 127995.413 11.984
128024.120
128058.901
4.713 128077.720 18.819
32.265 128048.802 -28.919
45.546 128003.256 35.035
11.354 128003.554 0.298
128036.110
128087.057
128144.044
128189.396
128255.656
2.298 128301.137 45.482
10.394 128330.908 29.771
16.166 128351.148 20.240
26.348 128345.326 -5.822
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
7.990 128383.361 38.034
4.929 128398.470 15.109
11.926 128386.544 9.174
14.991 128371.553 11.531
29.831 128343.654 -27.899
16.578 128329.007 -14.647
1.367 128355.771 26.764
128580.095
128945.761
129272.093
129499.811
129680.897
129848.630
129997.569
130106.423
130145.902
0.513 130165.614 19.712
10.389 130162.269 -3.345
24.678 130145.801 -16.468
34.878 130120.772 -25.029
35.198 130095.161 -25.611
56.259 130054.787 -40.374
28.885 130049.667 -5.120
1.949 130118.963 69.297
130228.683
13.439 130278.478 49.795
19.245 130266.460 -12.019
2.903 130275.640 9.180
130304.879
130366.011
130557.031
130788.538
130963.877
5.783 131025.688 61.811
35.025 131015.107 -10.581
41.109 131026.965 11.858
33.438 131047.713 20.748
9.983 131070.615 22.903
1.044 131157.467 86.852
131274.055
131378.228
131462.768
131547.738
131679.055
131886.068
132108.589
132280.546
4.599 132464.393 183.847
4.599 132644.016 179.623
133071.873
133778.478
134691.837
135620.995
136506.759
137584.530
138820.647
139874.972
140783.741
141785.834
142840.726
143279.902
143568.392
143762.539
143900.800
144089.045
144258.778
144347.862
144435.536
144503.742
6.888 144537.575 33.832
55.039 144498.800 -38.775
57.675 144451.802 -46.998
16.412 144528.556 76.754
144742.095
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
145079.516
145528.536
146059.324
146654.866
147233.156
147717.632
148138.751
148544.998
148959.628
149275.375
1.692 149426.424 151.049
1.692 149533.877 107.453
149649.076
149705.634
149756.590
149801.532
149850.695
149976.647
150116.092
150250.836
150400.240
150621.195
151010.921
151555.777
152124.427
152391.485
152630.710
152822.186
152963.115
153146.151
0.010 153238.748 92.598
22.115 153230.488 -8.260
60.918 153173.973 -56.515
94.961 153100.246 -73.727
133.684 152987.136 -113.110
83.300 152912.932 -74.204
91.559 152832.166 -80.766
102.001 152739.899 -92.267
115.245 152626.636 -113.263
123.554 152503.083 95.041
130.623 152372.460 100.479
123.381 152249.079 94.909
106.313 152142.766 81.779
120.145 152022.621 92.419
138.976 151883.645 106.905
143.705 151739.940 110.543
159.971 151579.969 123.054
326.920 151253.048 251.477
274.077 150978.972 210.828
201.157 150777.814 154.736
113.105 150664.710 87.004
30.460 150639.531 -25.178
0.306 150715.644 76.112
5.448 150815.498 99.854
5.448 151085.775 270.277
151451.657
2.196 151520.878 69.220
21.294 151502.891 -17.987
16.901 151512.424 9.533
151630.755
151880.237
152209.776
152630.402
153198.591
153849.311
155079.270
155601.819
156027.437
156572.480
0.922 156694.996 122.516
10.470 156739.102 44.106
20.419 156745.992 6.891
13.471 156766.361 20.369
1.678 156981.683 215.322
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
157172.950
157484.265
158457.430
159011.822
159530.266
160297.589
160533.439
160708.940
160963.057
161125.933
0.069 161254.659 128.726
0.069 161455.998 201.339
161801.488
162150.356
162422.300
162671.438
162793.679
162970.223
163235.037
163555.192
163935.780
164348.650
164988.901
165403.165
165572.392
165729.855
4.218 165908.157 178.302
85.169 165838.220 -69.936
176.686 165661.535 135.912
169.205 165492.330 130.158
52.976 165439.354 40.751
30.580 165408.774 23.523
20.889 165389.697 -19.076
9.819 165392.398 2.700
1.161 165439.064 46.666
165545.433
165699.455
165900.005
166148.343
166372.985
166557.528
166650.904
166747.267
166841.338
166946.258
167166.256
167388.597
167660.102
167979.263
168288.176
168589.016
168944.797
169182.193
169461.087
169739.052
169993.918
170395.765
170694.311
170977.498
1.673 171166.701 189.204
96.227 171091.472 -75.229
93.466 170998.006 71.897
64.737 170933.269 49.798
8.856 170942.004 8.735
171063.590
171411.298
171746.240
172021.402
172219.549
1.081 172336.607 117.058
12.881 172371.768 35.162
112.432 172265.801 -105.967
182.970 172082.832 140.746
180.358 171902.473 138.737
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
150.304 171752.169 115.619
105.298 171646.871 80.998
129.797 171517.074 99.844
101.949 171415.126 78.422
55.537 171363.069 -52.057
1.844 171451.617 88.548
171637.599
8.827 171883.101 245.501
8.827 172055.413 172.312
13.613 172215.941 160.528
47.839 172257.136 41.196
34.298 172342.837 85.701
24.545 172431.182 88.344
5.430 172764.040 332.858
173075.745
173383.936
173660.911
173914.305
174309.242
174554.170
174758.855
175017.457
175162.734
0.264 175260.171 97.436
8.045 175286.543 26.373
52.942 175237.520 -49.023
255.307 174982.213 196.390
343.100 174639.113 263.923
171.049 174468.064 131.576
133.860 174336.124 -131.940
201.827 174149.366 -186.759
199.666 173953.393 -195.973
198.393 173755.000 152.610
183.577 173571.423 141.213
155.524 173415.898 119.634
68.653 173370.461 -45.438
0.209 173534.158 163.697
173824.526
174200.200
174619.647
175028.953
1.318 175322.474 293.521
1.318 175537.725 215.251
175891.209
176407.869
176943.083
177477.081
178097.876
178782.952
179551.943
180370.326
181202.308
181974.661
182474.169
182736.053
0.424 182877.058 141.005
10.157 182954.518 77.460
27.704 182991.341 36.823
41.985 182993.788 2.448
55.895 182966.048 -27.741
81.636 182889.067 -76.981
48.789 182840.278 37.530
44.578 182795.699 34.291
34.993 182760.706 26.918
30.722 182729.984 23.632
39.316 182698.477 -31.506
8.525 182734.201 35.724
6.285 182778.200 43.999
7.239 182815.142 36.942
0.633 182837.237 22.095
182874.024
182940.825
183040.360
183159.381
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
183283.841
183411.674
183541.168
183672.420
183802.907
184034.407
184205.414
184305.732
0.468 184347.728 41.996
0.468 184377.736 30.008
0.849 184423.492 45.756
4.192 184468.145 44.653
6.498 184502.516 34.371
8.367 184530.392 27.875
6.132 184564.700 34.308
0.885 184654.104 89.405
184827.335
185051.595
185283.423
185491.036
185632.904
10.405 185646.274 13.369
65.557 185580.716 50.429
77.976 185502.741 59.981
33.289 185475.604 -27.137
0.015 185510.712 35.108
185590.747
185716.517
185881.175
186075.673
186311.375
186595.022
186919.064
187266.720
187629.367
188009.819
188392.932
188772.512
189150.561
189525.983
189910.714
190317.302
190741.677
191594.296
192435.385
193298.106
194255.780
195287.129
196268.311
197115.092
197776.860
198190.812
198387.718
198472.227
198519.531
198584.411
198689.759
198839.448
199021.020
199184.712
199302.292
199413.960
199476.925
199536.293
199579.478
199602.031
0.758 199609.316 7.285
8.371 199601.608 -7.709
35.791 199565.817 27.531
30.660 199535.157 23.584
4.290 199543.570 8.413
0.398 199572.427 28.857
29.098 199545.254 -27.173
60.326 199484.928 46.405
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
45.141 199439.787 34.724
13.310 199437.780 -2.006
0.096 199516.671 78.891
199638.527
199776.454
199914.557
199978.594
200048.526
200121.801
200188.514
200311.901
200428.658
200551.344
200760.842
201147.548
201695.716
202279.565
202662.012
202824.185
202958.658
203071.052
0.879 203109.047 37.994
7.128 203107.953 -1.094
8.621 203100.007 -7.946
12.151 203087.855 9.347
9.284 203080.109 -7.747
1.534 203101.656 21.547
203142.918
203183.544
203224.694
203271.760
203327.383
203390.405
203448.479
0.002 203493.481 45.002
0.002 203532.585 39.104
203568.202
203607.627
203674.841
203854.275
204074.482
204402.119
204883.064
205461.312
206031.441
206536.826
206755.080
206941.674
207084.220
207178.933
207236.292
207269.875
207300.504
207346.374
207409.402
207484.764
207567.332
207652.263
207811.192
207947.543
208054.058
208118.478
0.549 208144.385 25.907
7.760 208139.724 -4.661
23.433 208117.685 -22.040
30.065 208095.860 -21.824
15.042 208096.796 0.936
0.874 208137.103 40.306
208181.950
0.189 208205.104 23.154
1.851 208218.686 13.582
6.244 208221.675 2.989
14.668 208208.483 -13.192
18.826 208191.240 -17.243
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
21.375 208171.448 -19.792
13.898 208158.875 -12.573
1.497 208167.271 8.395
0.023 208185.375 18.104
208211.577
208243.360
208270.939
0.040 208281.062 10.123
0.081 208290.152 9.090
0.000 208300.148 9.996
208314.890
208337.588
208368.810
208460.322
208624.155
208891.898
209240.080
209568.851
209790.633
209931.642
210040.190
210123.854
210175.051
1.829 210181.477 6.426
29.664 210151.813 22.818
78.370 210073.443 60.285
80.188 209993.255 61.683
13.912 209995.332 2.077
210080.392
210210.117
210367.020
210505.403
210592.931
0.054 210624.846 31.915
20.701 210605.428 -19.418
21.443 210585.817 -19.611
0.426 210601.969 16.152
210657.372
210733.877
210795.386
210874.369
210972.670
211075.985
211176.397
211244.223
211278.895
0.972 211283.301 4.406
1.489 211282.370 -0.930
0.699 211284.000 1.630
0.191 211286.570 2.570
0.005 211293.308 6.738
211306.421
211325.484
211351.970
211378.581
211420.602
211458.473
211491.308
211515.815
0.433 211528.379 12.564
0.433 211543.473 15.094
211578.897
211627.019
211663.412
3.775 211665.190 1.778
34.807 211630.383 26.774
46.738 211583.645 35.952
19.620 211566.108 -17.537
0.069 211622.329 56.221
211712.584
0.014 211770.219 57.635
3.309 211788.488 18.269
13,827.199 22,745.140
METRADO DE VOLUMEN Y CLASIFICACION DE MATERIAL
DIAGRAMA MASARELLENO
1.3
RELLENO CORREGIDO
RELLENO CON MATERIAL PROPIO
13,827.20 22,745.14
225615.69
16990.11
12200.99
22745.14
13827.20
240979.58
HOJA DE METRADOS
01.04 PAVIMENTOS
PROYECTO : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
TRAMO I : CALACOA - TIXANI
ENTIDAD : INSTITUTO VIAL PROVINCIAL - MOQUEGUA
FECHA : Moquegua, Octubre 2011
01.04.01 SUB RASANTE GRANULAR E=0.30CM C/ADITIVO ESTABILIZANTE (MEJORAMIENTO)
PROGRESIVALONGITUD ANCHO AREA
DEL KM. AL KM.67+245 75+245 8,000.00 7.45 59,600.00
TOTAL M2 59,600.00
01.04.02 SUB BASE GRANULAR E=0.30CM
PROGRESIVALONGITUD ANCHO AREA
DEL KM. AL KM.53+670 75+245 21,575.00 6.50 140,237.50
TOTAL M2 140,237.50
01.04.03 BASE GRANULAR E=0.20CM
PROGRESIVALONGITUD ANCHO AREA
DEL KM. AL KM.53+670 75+245 21,575.00 6.50 140,237.50
TOTAL M2 140,237.50
01.04.04 IMPRIMACION BITUMINOSA
PROGRESIVALONGITUD ANCHO AREA
DEL KM. AL KM.53+670 75+245 21,575.00 6.50 140,237.50
TOTAL M2 140,237.50
01.04.05 PREPARACION DE MEZCLA ASFALTICA C/ EMULSION MODIFICADA C/ POLIMEROS
PROGRESIVALONGITUD ANCHO
ESPESORDEL KM. AL KM.53+670 75+245 21,575.00 5.50 0.05
TOTAL M2ESPONJAMIENTO 1.20
TOTAL VOLUMEN TRANS´PORTADO
MUNICIPALIAD PROVINCIAL MARISCAL NIETO
HOJA DE METRADOS
01.04 PAVIMENTOSMUNICIPALIAD PROVINCIAL MARISCAL NIETO
01.04.06 TRANSPORTE DE MEZCLA ASFALTICA
PROGRESIVALONGITUD ANCHO AREA
DEL KM. AL KM.53+670 75+245 21,575.00 5.50 118,662.50
TOTAL M2 118,662.50ESPESOR DE LA CARPETA ASFALTICA 0.05 5,933.13TOTAL VOLUMEN TRANS´PORTADO 1.20 7,119.75
01.04.07 COLOCACION Y COMPACTACION DE CARPETA ASFALTICA E=2"
PROGRESIVALONGITUD ANCHO AREA
DEL KM. AL KM.53+670 75+245 21,575.00 5.50 118,662.50
TOTAL M2 118,662.50
01.04.08 BASE GRANULAR EN BERMAS
PROGRESIVALONGITUD ANCHO AREA
DEL KM. AL KM.53+670 75+245 21,575.00 1.00 21,575.00
TOTAL M2 21,575.00
01.04.09 TRATAMIENTO SUPERFICIAL MONOCAPA EN BERMAS
PROGRESIVALONGITUD ANCHO AREA
DEL KM. AL KM.53+670 75+245 21,575.00 1.00 21,575.00
TOTAL M2 21,575.00
HOJA DE METRADOS
: ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
SUB RASANTE GRANULAR E=0.30CM C/ADITIVO ESTABILIZANTE (MEJORAMIENTO)
CALACOA - TIXANI
CALACOA - TIXANI
CALACOA - TIXANI
CALACOA - TIXANI
PREPARACION DE MEZCLA ASFALTICA C/ EMULSION MODIFICADA C/ POLIMEROS
AREA
5,933.135,933.13
7,119.75
HOJA DE METRADOS
CALACOA - TIXANI
CALACOA - TIXANI
CALACOA - TIXANI
CALACOA - TIXANI
HOJA DE METRADOS
01.05 OBRAS DE ARTE Y DRENAJE
PROYECTO : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
TRAMO I : CALACOA - TIXANI
ENTIDAD : INSTITUTO VIAL PROVINCIAL - MOQUEGUA
FECHA : Moquegua, Octubre 2011
01.05.01 MURO DE CONTENCION01.05.01.01 MURO DE CONCRETO CICLOPEO MC-0101.05.01.01.01 EXCAVACION NO CLASIFICADA CON EQUIPO
PROGRESIVALONGITUD ANCHO ALTURADEL KM. AL KM.
53+690 53+740 50.00 2.50 2.50TOTAL VOLUMEN M3
01.05.01.01.02 CONCRETO F'C=140 KG/CM2 + 30% P.G.
PROGRESIVALONGITUD AREA VOLUMENDEL KM. AL KM.
53+690 53+740 50.00 3.31 165.50TOTAL VOLUMEN M3 165.50
01.05.01.01.03 ENCOFRADO DE ELEVACIONES
PROGRESIVALONGITUD ALTURA Nº VECESDEL KM. AL KM.
53+690 53+740 50.00 2.50 2.00TOTAL M2
01.05.01.01.04 RELLENO DE FUNDACIONES
PROGRESIVALONGITUD ANCHO ALTURADEL KM. AL KM.
53+690 53+740 50.00 1.75 2.00TOTAL VOLUMEN M3
01.05.01.02 MURO DE PIEDRA EMBOQUILLADO01.05.01.02.01 EXCAVACION NO CLASIFICADA CON EQUIPO
PROGRESIVALONGITUD ANCHO ALTURADEL KM. AL KM.
D 54+490 54+510 20.00 1.20 2.00
D 54+530 54+550 20.00 1.20 2.00
D 55+290 55+310 20.00 1.20 2.00
I 56+075 56+130 55.00 1.20 2.00
I 57+160 57+200 40.00 1.20 2.00
I 60+030 60+090 60.00 1.20 2.00TOTAL VOLUMEN M3
MUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
HOJA DE METRADOS
01.05 OBRAS DE ARTE Y DRENAJEMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
01.05.01.02.02 EMBOQUILLADO DE PIEDRA
PROGRESIVA.LADO LARGO ALTURAINICIO FIN
54+490 54+510 D 20.00 2.00
54+530 54+550 D 20.00 2.00
55+290 55+310 D 20.00 2.00
56+075 56+130 I 55.00 2.00
57+160 57+200 I 40.00 2.00
60+030 60+090 I 60.00 2.00TOTAL M2
01.05.01.02.03 RELLENO DE FUNDACIONES MANUAL
PROGRESIVALONGITUD ANCHO ALTURADEL KM. AL KM.
54+490 54+510 20.00 0.70 2.00
54+530 54+550 20.00 0.70 2.00
55+290 55+310 20.00 0.70 2.00
56+075 56+130 55.00 0.70 2.00
57+160 57+200 40.00 0.70 2.00
60+030 60+090 60.00 0.70 2.00TOTAL VOLUMEN M3
01.05.01.03 MURO DE PIEDRA SECO01.05.01.03.01 EXCAVACION NO CLASIFICADA MANUAL
PROGRESIVALONGITUD ANCHO ALTURADEL KM. AL KM.
D 53+865 53+920 55.00 1.00 1.80
D 54+100 54+115 15.00 1.00 1.80
D 54+300 54+335 35.00 1.00 1.80
D 54+720 54+760 40.00 1.00 1.80
D 54+810 54+830 20.00 1.00 1.80
D 55+150 55+180 30.00 1.00 1.80
I 55+430 55+570 140.00 1.00 1.80
D 55+730 55+790 60.00 1.00 1.80
D 55+880 55+910 30.00 1.00 1.80
I 57+280 57+300 20.00 1.00 1.80
I 58+050 58+070 20.00 1.00 1.80
I 58+440 58+460 20.00 1.00 1.80
D 60+450 60+490 40.00 1.00 1.80
D 60+770 60+790 20.00 1.00 1.80TOTAL VOLUMEN M3
HOJA DE METRADOS
01.05 OBRAS DE ARTE Y DRENAJEMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
01.05.01.03.02 MURO DE PIEDRA SECO
PROGRESIVA.LADO LARGO ALTURAINICIO FIN
53+865 53+920 D 55.00 1.80
54+100 54+115 D 15.00 1.80
54+300 54+335 D 35.00 1.80
54+720 54+760 D 40.00 1.80
54+810 54+830 D 20.00 1.80
55+150 55+180 D 30.00 1.80
55+430 55+570 I 140.00 1.80
55+730 55+790 D 60.00 1.80
55+880 55+910 D 30.00 1.80
57+280 57+300 I 20.00 1.80
58+050 58+070 I 20.00 1.80
58+440 58+460 I 20.00 1.80
60+450 60+490 D 40.00 1.80
60+770 60+790 D 20.00 1.80TOTAL M2
01.05.02 DRENAJE01.05.02.01 EXCAVACION NO CLASIFICADA CON EQUIPO
PROGRESIVALONGITUD ANCHO ALTURA
DEL KM. AL KM.56+050 56+150 100.00 0.70 1.6056+490 56+550 60.00 0.70 1.6057+200 57+240 40.00 0.70 1.6069+350 69+670 320.00 0.70 1.60
TOTAL M3
01.05.02.02 ELIMINACION DE MATERIAL EXCEDENTE CON MINICARGADOR
PROGRESIVALONGITUD ANCHO ALTURA
DEL KM. AL KM.56+050 56+150 100.00 0.70 1.6056+490 56+550 60.00 0.70 1.6057+200 57+240 40.00 0.70 1.6069+350 69+670 320.00 0.70 1.60
PARCIAL M3TOTAL ME + ESPONJAMIENTO 20%
TOTAL M3
01.05.02.03 SUB DREN
PROGRESIVALONGITUD
DEL KM. AL KM.56+050 56+150 100.0056+490 56+550 60.0057+200 57+240 40.00
HOJA DE METRADOS
01.05 OBRAS DE ARTE Y DRENAJEMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
69+350 69+670 320.00TOTAL M 520.00
01.05.02.04 ZANJAS DE CORONACION
PROGRESIVALONGITUD LADO
DEL KM. AL KM.53+670 55+270 1600.00 D
TOTAL M 1600.00
01.05.03 CUNETAS REVESTIDAS01.05.03.01 EXCAVACION ROCA SUELTA PARA CUNETA
PROG.LONGITUD AREA VOLUMEN
KM KM53+670 75+245.00 21,575.00 0.16 3,452.00
TOTAL M3 3,452.00
01.05.03.02 ENCOFRADO Y DESENCOFRADO - CUNETAS
PROG.LONGITUD ANCHO AREA
KM KM53+670 75+245.00 21,575.00 21,575.00
TOTAL ML 21,575.00
01.05.03.03 CONCRETO F'C=140 KG/CM2 - CUNETAS
PROG.LONGITUD AREA VOLUMEN
KM KM53+670 75+245.00 21,575.00 0.12 2,589.00
TOTAL M3 2,589.00
01.05.03.04 REVESTIMIENTO DE CONCRETO
PROG.LONGITUD ANCHO AREA
KM KM53+670 75+245.00 21,575.00 21,575.00
TOTAL M2 21,575.00
01.05.03.05 JUNTAS DE CONSTRUCCION Y DILATACION EN CUNETAS
PROGRESIVALONGITUD
LONGITUD NºDEL KM. AL KM. DE PAÑOS PAÑOS53+670 75+245.00 21575.00 2.50 8,630.00
CANTIDAD DE PAÑOS 8,630.00LONGITUD DE JUNTA 1.13
TOTAL METROS 9,751.90
01.05.03.06 CURADO DE CONCRETO C/ANTISOL
HOJA DE METRADOS
01.05 OBRAS DE ARTE Y DRENAJEMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
PROG.LONGITUD ANCHO AREA
KM KM53+670 75+245.00 21,575.00 1.13 24,379.75
TOTAL M2 24,379.75
01.05.04 PASE DE AGUA - CANAL01.05.04.01 EXCAVACION NO CLASIFICADA CON EQUIPO-PASE CANAL
PROG.LONGITUD ANCHO ALTO VOLUMEN
KM56+092 7.70 1.40 1.30 14.0156+522 7.70 1.40 1.30 14.0156+792 7.70 1.40 1.30 14.0159+250 7.70 1.40 1.30 14.01
TOTAL M3 56.06
01.05.04.02 ENCOFRADO Y DESENCOFRADO - PASE CANAL
PROG.LONGITUD N°VECES ALTO VOLUMEN
KM56+092 7.70 2.00 0.90 13.8656+522 7.70 2.00 0.90 13.8656+792 7.70 2.00 0.90 13.8659+250 7.70 2.00 0.90 13.86
TOTAL M2 55.44TOTAL M2 TAPAS DE CANAL
01.05.04.03 CONCRETO CICLOPEO F'C=140 KG/CM2+30%. PM - PASE CANAL
UBICACIÓN LONGITUD ANCHO ALTURAPISO-CIMIENTO 7.70 1.40 0.40
MUROS 7.70 0.35 0.70CANDADO 7.70 0.20 0.20
PARCIAL M3/ PASE CANALCANTIDAD DE PASES
TOTAL M3
01.05.04.04 TAPA DE CONCRETO F'C=210 KG/CM2
PROG.LONGITUD N°TAPAS VOLUMEN
KM56+092 7.70 11.00 11.0056+522 7.70 11.00 11.0056+792 7.70 11.00 11.0059+250 7.70 11.00 11.00
TOTAL M3 44.00
01.05.04.05 REPOSICION DE EMBOQUILLADO - PASE CANAL
PROG.LONGITUD SECCION VOLUMEN
KM KM59+090 59+120 30.00 1.65 49.50
TOTAL M3 49.50
HOJA DE METRADOS
01.05 OBRAS DE ARTE Y DRENAJEMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
01.05.04.06 CURADO DE CONCRETO
PROG.LONGITUD SECCION VOLUMEN
KM KMCANALES DE CONCRETO F'C=140KG/CM2
56+092 7.70 2.50 19.2556+522 7.70 2.50 19.2556+792 7.70 2.50 19.2559+250 7.70 2.50 19.25
CANALES DE CONCRETO EMBOQUILLADO59+090 59+120 30.00 1.65 49.50
TOTAL M3 126.50
01.05.05 ALCANTARILLAS01.05.05.01 EXCAVACION NO CLASIFICADA CON EQUIPO-ALCANTARILLAS
DESCRIPCION LONGITUD ANCHO ALTURACAJA INGRESO 2.10 2.10 2.50MURO SALIDA A= 1.33 2.60ALERO SALIDA A= 1.25 2.90
TMC Ø 36" 6.00 1.50 2.20PARCIAL M3/ALCANTARILLA
CANTIDAD DE ALCANTARILLASTOTAL M3
TOTAL M3
01.05.05.02 ENCOFRADOS Y DESENCOFRADOS- ALCANTARILLAS
DESCRIPCION LONGITUD Nº VECES ALTURAALEROS SALIDA 2.00 4.00 1.80MURO SALIDA 1.50 2.00 2.20CAJA INGRESO CUADRADO 7.20 2.00 2.20
PARCIAL M3/ALCANTARILLACANTIDAD DE ALCANTARILLAS
TOTAL M2
TOTAL M2
01.05.05.03 CONCRETO F`C 175 KG/CM2 ALCANTARILLAS
alcantarilla de 36"
UBICACIÓN LONGITUD AREA ALTURA
ALERO SALIDA 0.75 1.80
ALERO SALIDA 1.20 1.80
HOJA DE METRADOS
01.05 OBRAS DE ARTE Y DRENAJEMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
CIMIENTO ALEROS 1.25 1.00
CAJA MURO INGRESO + CIMIENTO 7.20 1.20
PISO CAJA DE INGRESO 2.25 0.40
PARCIAL M3/ALCANTARILLA
CANTIDAD DE ALCANTARILLAS
TOTAL M3
TOTAL M3
01.05.05.04
N°ALCANTARILL PROG. TIPO LONGITUD
1 53+830 TMC Ø 36" 7.50
2 53+930 TMC Ø 36" 7.50
3 54+170 TMC Ø 36" 7.50
4 54+498 TMC Ø 36" 7.50
5 54+790 TMC Ø 36" 7.50
6 57+220 TMC Ø 36" 7.50
7 57+550 TMC Ø 36" 7.50
8 58+805 TMC Ø 36" 7.50
9 59+745 TMC Ø 36" 7.50
10 60+170 TMC Ø 36" 7.50
11 64+550 TMC Ø 36" 7.50
12 64+830 TMC Ø 36" 7.50
13 66+410 TMC Ø 36" 7.50
14 67+185 TMC Ø 36" 7.50
15 67+355 TMC Ø 36" 7.50
16 69+370 TMC Ø 36" 7.50
17 69+630 TMC Ø 36" 7.50
18 71+600 TMC Ø 36" 7.50TOTAL M 135.00
01.05.05.05 RELLENO DE FUNDACIONES
PROG. TIPO LONGITUD ANCHO ALTURA53+830 TMC Ø 36" 7.50 1.50 0.6053+930 TMC Ø 36" 7.50 1.50 0.6054+170 TMC Ø 36" 7.50 1.50 0.6054+498 TMC Ø 36" 7.50 1.50 0.6054+790 TMC Ø 36" 7.50 1.50 0.6057+220 TMC Ø 36" 7.50 1.50 0.6057+550 TMC Ø 36" 7.50 1.50 0.6058+805 TMC Ø 36" 7.50 1.50 0.6059+745 TMC Ø 36" 7.50 1.50 0.6060+170 TMC Ø 36" 7.50 1.50 0.6064+550 TMC Ø 36" 7.50 1.50 0.6064+830 TMC Ø 36" 7.50 1.50 0.6066+410 TMC Ø 36" 7.50 1.50 0.6067+185 TMC Ø 36" 7.50 1.50 0.6067+355 TMC Ø 36" 7.50 1.50 0.6069+370 TMC Ø 36" 7.50 1.50 0.60
ALCANTARILLA TMC Ø 36``
HOJA DE METRADOS
01.05 OBRAS DE ARTE Y DRENAJEMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
69+630 TMC Ø 36" 7.50 1.50 0.6071+600 TMC Ø 36" 7.50 1.50 0.60
PARCIAL VOLUMEN M3ESPONJAMIENTO 1.2
PARCIAL VOLUMEN M3
01.05.05.06 ALIVIADEROS DE ALCANTARILLAS
PROG. UBICACIÓN LONGITUD PARCIAL 1 PARCIAL 253+830 INGRESO SALIDA 9.10 3.9053+930 INGRESO SALIDA 9.10 3.9054+170 INGRESO SALIDA 9.10 3.9054+498 INGRESO SALIDA 9.10 3.9054+790 INGRESO SALIDA 9.10 3.9057+220 INGRESO SALIDA 9.10 3.9057+550 INGRESO SALIDA 9.10 3.9058+805 INGRESO SALIDA 9.10 3.9059+745 INGRESO SALIDA 9.10 3.9060+170 INGRESO SALIDA 9.10 3.9064+550 INGRESO SALIDA 9.10 3.9064+830 INGRESO SALIDA 9.10 3.9066+410 INGRESO SALIDA 9.10 3.9067+185 INGRESO SALIDA 9.10 3.9067+355 INGRESO SALIDA 9.10 3.9069+370 INGRESO SALIDA 9.10 3.9069+630 INGRESO SALIDA 9.10 3.9071+600 INGRESO SALIDA 9.10 3.90
TOTAL M2
01.05.06 TAJEAS01.05.06.01 EXCAVACION NO CLASIFICADA CON EQUIPO - TAJEAS
DESCRIPCION TIPO LONGITUD ANCHO ALTURA
CAJA-MURO INGRESO 1.50 1.50 1.40M-ALEROS SALIDA 1.27 1.40TUBO Ø12" 5.50 0.70 1.00
PARCIAL POR TAJEATAJEAS A CONSTRUIR
TOTAL M3
01.05.06.02 ENCOFRADOS Y DESENCOFRADOS - TAJEAS
DESCRIPCION TIPO LONGITUD Nº VECES ALTURACAJA-MURO INGRESO 0.90 2.00 1.30CAJA-MURO INGRESO 0.90 2.00 1.50CAJA-MURO INGRESO 0.90 2.00 1.00
MURO SALIDA 1.10 2.00 1.50ALERO SALIDA 1.12 4.00 1.00
PARCIAL POR TAJEATAJEAS A CONSTRUIR
TOTAL M2
01.05.06.03 CONCRETO F'C 175 KG/CM2 - TAJEAS
HOJA DE METRADOS
01.05 OBRAS DE ARTE Y DRENAJEMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
DESCRIPCION DESCRIPCION N°VECES LONG. ANCHO AREACAJA-MURO INGRESO 1.00 1.50 0.79CAJA-MURO INGRESO 1.00 1.50 0.87CAJA-MURO INGRESO 2.00 0.90 0.30 1.30CAJA-PISO INGRESO 1.00 0.90 0.90 0.30
MURO SALIDA 1.00 1.10 0.49ALERO SALIDA 1.00 1.12 0.20
CIMIENTO-MURO SALIDA 1.00 3.60 0.70 0.40CIMIENTO- ALIVI. SALIDA 1.00 0.30 0.57
PISO - ALIVI. SALIDA 1.00 1.70 0.20 0.40PARCIAL POR TAJEA
TAJEAS A CONSTRUIRTOTAL M3
01.05.06.04 TUBO PVC Ø 12" - TAJEAS
N°TAJEAS PROG. TIPO LONGITUD1 53+910 PVC Ø 12" 7.502 54+058 PVC Ø 12" 7.503 54+130 PVC Ø 12" 7.504 54+310 PVC Ø 12" 7.505 54+498 PVC Ø 12" 7.506 54+675 PVC Ø 12" 7.507 54+675 PVC Ø 12" 7.508 55+335 PVC Ø 12" 7.509 56+835 PVC Ø 12" 7.50
10 58+065 PVC Ø 12" 7.5011 58+290 PVC Ø 12" 7.5012 61+732 PVC Ø 12" 7.5013 62+120 PVC Ø 12" 7.5014 64+400 PVC Ø 12" 7.5015 64+680 PVC Ø 12" 7.5016 66+260 PVC Ø 12" 7.5017 67+205 PVC Ø 12" 7.5018 71+600 PVC Ø 12" 7.50
TOTAL M 135.00
01.05.06.05 RELLENO DE FUNDACION-TAJEAS
PROG. TIPO LONGITUD ANCHO AREA53+910 PVC Ø 12" 5.50 0.6054+058 PVC Ø 12" 5.50 0.6054+130 PVC Ø 12" 5.50 0.6054+310 PVC Ø 12" 5.50 0.6054+498 PVC Ø 12" 5.50 0.6054+675 PVC Ø 12" 5.50 0.6054+675 PVC Ø 12" 5.50 0.6055+335 PVC Ø 12" 5.50 0.6056+835 PVC Ø 12" 5.50 0.6058+065 PVC Ø 12" 5.50 0.60
HOJA DE METRADOS
01.05 OBRAS DE ARTE Y DRENAJEMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
58+290 PVC Ø 12" 5.50 0.6061+732 PVC Ø 12" 5.50 0.6062+120 PVC Ø 12" 5.50 0.6064+400 PVC Ø 12" 5.50 0.6064+680 PVC Ø 12" 5.50 0.6066+260 PVC Ø 12" 5.50 0.6067+205 PVC Ø 12" 5.50 0.6071+600 PVC Ø 12" 5.50 0.60
PARCIAL VOLUMEN M3ESPONJAMIENTO 1.2
PARCIAL VOLUMEN M3
HOJA DE METRADOS
: ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
VOLUMEN
312.50312.50
2.62
#REF!
AREA
250.00250.00
VOLUMEN
175.00175.00
VOLUMEN
48.00
48.00
48.00
132.00
96.00
144.00516.00
HOJA DE METRADOS
CANTIDAD
40.00
40.00
40.00
110.00
80.00
120.00430.00
VOLUMEN
28.00
28.00
28.00
77.00
56.00
84.00301.00
VOLUMEN
99.00
27.00
63.00
72.00
36.00
54.00
252.00
108.00
54.00
36.00
36.00
36.00
72.00
36.00981.00
HOJA DE METRADOS
CANTIDAD
99.00
27.00
63.00
72.00
36.00
54.00
252.00
108.00
54.00
36.00
36.00
36.00
72.00
36.00981.00
VOLUMEN
112.0067.2044.80
358.40582.40
VOLUMEN
112.0067.2044.80
358.40582.40116.48698.88
HOJA DE METRADOS
calacoa-tixani
calacoa-tixani
calacoa-tixani
calacoa-tixani
calacoa-tixani
HOJA DE METRADOS
calacoa-tixani
PARCIAL0.560.251.542.354.00
9.38
PARALELO-VIA
HOJA DE METRADOS
VOLUMEN11.033.463.63
19.8037.9118.00
682.34
682.34
PARCIAL14.406.60
31.6852.6818.00
948.24
948.24
PARCIAL
1.35
2.16
HOJA DE METRADOS
1.25
8.64
0.90
14.30
18.00
257.40
257.40
VOLUMEN6.756.756.756.756.756.756.756.756.756.756.756.756.756.756.756.75
HOJA DE METRADOS
6.756.75
121.50
145.80
AREA13.0013.0013.0013.0013.0013.0013.0013.0013.0013.0013.0013.0013.0013.0013.0013.0013.0013.00
130.00
VOLUMEN
3.151.783.858.7818.00
158.00
PARCIAL2.342.701.80
3.304.48
14.6218.00
263.16
HOJA DE METRADOS
PARCIAL1.191.310.700.240.540.221.010.170.145.51
18.0099.23
VOLUMEN3.303.303.303.303.303.303.303.303.303.30
HOJA DE METRADOS
3.303.303.303.303.303.303.303.30
59.40
71.28
HOJA DE METRADOS
01.06 SEÑALIZACION
PROYECTO : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
TRAMO I : CALACOA - TIXANI ENTIDAD : INSTITUTO VIAL PROVINCIAL - MOQUEGUAFECHA : Moquegua, Octubre 2011
01.06.01 SEÑALES PREVENTIVAS
PROGRESIVALADO CODIGO CODIGOKM.
53+710 DER P-35 PENDIENTE PRONUNCIADA
53+730 DER P-2B CURVA A LA IZQUIERDA54+170 DER P-5-1 CAMINO SINUOSO54+270 IZQ P-2A CURVA A LA DERECHA54+470 DER P-5-1 CAMINO SINUOSO54+490 DER P-5-2B CURVA EN U A LA IZQUIERDA54+670 IZQ P-5-2A CURVA EN U A LA DERECHA54+710 DER P-35 PENDIENTE PRONUNCIADA55+190 IZQ P-35 PENDIENTE PRONUNCIADA55+270 DER P-5-2B CURVA EN U A LA IZQUIERDA55+450 IZQ P-5-2A CURVA EN U A LA DERECHA55+590 DER P-5-2A CURVA EN U A LA DERECHA55+770 IZQ P-5-2B CURVA EN U A LA IZQUIERDA55+910 DER P-5-2B CURVA EN U A LA IZQUIERDA56+010 IZQ P-5-2A CURVA EN U A LA DERECHA56+050 DER P-5-2A CURVA EN U A LA DERECHA56+130 IZQ P-5-2B CURVA EN U A LA IZQUIERDA56+190 DER P-4A CURVA Y CONTRACURVA DER-IZQ56+350 IZQ P-4A CURVA Y CONTRACURVA DER-IZQ56+730 DER P-3A CURVA Y CONTRACURVA PRONUNCIADA DER-IZQ56+930 IZQ P-3A CURVA Y CONTRACURVA PRONUNCIADA DER-IZQ56+950 DER P-2B CURVA A LA IZQUIERDA57+090 IZQ P-2B CURVA A LA IZQUIERDA57+150 DER P-4B CURVA Y CONTRACURVA IZQ-DER57+310 IZQ P-4B CURVA Y CONTRACURVA IZQ-DER57+410 DER P-2B CURVA A LA IZQUIERDA57+590 IZQ P-2A CURVA A LA DERECHA57+710 DER P-2A CURVA A LA DERECHA57+910 IZQ P-2B CURVA A LA IZQUIERDA57+950 DER P-5-1 CAMINO SINUOSO58+230 IZQ P-5-1 CAMINO SINUOSO58+250 DER P-5-2A CURVA EN U A LA DERECHA58+550 IZQ P-5-2B CURVA EN U A LA IZQUIERDA58+610 DER P-2B CURVA A LA IZQUIERDA58+750 DER P-5-1 CAMINO SINUOSO58+760 IZQ P-2B CURVA A LA IZQUIERDA59+170 IZQ P-5-1 CAMINO SINUOSO59+180 DER P-2A CURVA A LA DERECHA59+290 IZQ P-2B CURVA A LA IZQUIERDA59+370 DER P-2A CURVA A LA DERECHA59+550 IZQ P-2B CURVA A LA IZQUIERDA59+630 DER P-5-1 CAMINO SINUOSO59+710 IZQ P-1B CURVA PRONUNCIADA A LA IZQUIERDA
MUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
HOJA DE METRADOS
01.06 SEÑALIZACIONMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
60+060 IZQ P-5-1 CAMINO SINUOSO60+170 DER P-2A CURVA A LA DERECHA60+260 IZQ P-2B CURVA A LA IZQUIERDA60+290 DER P-5-2A CURVA EN U A LA DERECHA60+410 IZQ P-5-2B CURVA EN U A LA IZQUIERDA60+460 DER P-5-2B CURVA EN U A LA IZQUIERDA60+590 IZQ P-5-2A CURVA EN U A LA DERECHA60+670 DER P-5-2A CURVA EN U A LA DERECHA60+830 IZQ P-5-2B CURVA EN U A LA IZQUIERDA61+010 DER P-5-1 CAMINO SINUOSO61+370 IZQ P-5-1 CAMINO SINUOSO61+650 DER P-5-2A CURVA EN U A LA DERECHA61+790 IZQ P-5-2B CURVA EN U A LA IZQUIERDA62+060 DER P-5-2B CURVA EN U A LA IZQUIERDA62+210 IZQ P-5-2A CURVA EN U A LA DERECHA62+250 DER P-5-2A CURVA EN U A LA DERECHA63+430 IZQ P-5-2B CURVA EN U A LA IZQUIERDA62+610 DER P-5-2B CURVA EN U A LA IZQUIERDA62+800 IZQ P-5-2A CURVA EN U A LA DERECHA63+150 DER P-5-2A CURVA EN U A LA DERECHA63+320 IZQ P-5-2B CURVA EN U A LA IZQUIERDA63+430 DER P-5-2B CURVA EN U A LA IZQUIERDA63+550 IZQ P-5-2A CURVA EN U A LA DERECHA63+700 DER P-5-2A CURVA EN U A LA DERECHA63+830 IZQ P-5-2B CURVA EN U A LA IZQUIERDA63+910 DER P-2B CURVA A LA IZQUIERDA64+790 IZQ P-2B CURVA A LA IZQUIERDA64+890 DER P-5-2B CURVA EN U A LA IZQUIERDA65+000 IZQ P-5-2A CURVA EN U A LA DERECHA65+010 DER P-1A CURVA PRONUNCIADA A LA DERECHA65+090 IZQ P-1B CURVA PRONUNCIADA A LA IZQUIERDA65+110 DER P-2A CURVA A LA DERECHA65+200 IZQ P-2B CURVA A LA IZQUIERDA65+230 DER P-35 PENDIENTE PRONUNCIADA66+690 DER P-2B CURVA A LA IZQUIERDA66+730 IZQ P-35 PENDIENTE PRONUNCIADA66+990 IZQ P-2A CURVA A LA DERECHA67+290 DER P-3A CURVA Y CONTRACURVA PRONUNCIADA DER-IZQ67+640 IZQ P-3A CURVA Y CONTRACURVA PRONUNCIADA DER-IZQ67+840 DER P-4A CURVA Y CONTRACURVA DER-IZQ68+050 IZQ P-4B CURVA Y CONTRACURVA IZQ-DER68+480 DER P-2A CURVA A LA DERECHA68+590 IZQ P-2B CURVA A LA IZQUIERDA68+950 DER P-5-2A CURVA EN U A LA DERECHA69+090 IZQ P-5-2B CURVA EN U A LA IZQUIERDA69+100 DER P-5-2B CURVA EN U A LA IZQUIERDA69+290 IZQ P-5-2A CURVA EN U A LA DERECHA69+430 DER P-5-2A CURVA EN U A LA DERECHA69+540 IZQ P-5-2B CURVA EN U A LA IZQUIERDA69+620 DER P-2B CURVA A LA IZQUIERDA69+720 IZQ P-2A CURVA A LA DERECHA69+800 DER P-2A CURVA A LA DERECHA69+900 IZQ P-2B CURVA A LA IZQUIERDA
HOJA DE METRADOS
01.06 SEÑALIZACIONMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
69+990 DER P-2B CURVA A LA IZQUIERDA70+060 IZQ P-2A CURVA A LA DERECHA70+110 DER P-5-2B CURVA EN U A LA IZQUIERDA70+240 IZQ P-5-2A CURVA EN U A LA DERECHA70+350 DER P-5-2A CURVA EN U A LA DERECHA70+490 IZQ P-5-2B CURVA EN U A LA IZQUIERDA70+550 DER P-5-2B CURVA EN U A LA IZQUIERDA70+660 IZQ P-5-2A CURVA EN U A LA DERECHA70+700 DER P-4B CURVA Y CONTRACURVA IZQ-DER70+850 IZQ P-4B CURVA Y CONTRACURVA IZQ-DER70+890 DER P-35 PENDIENTE PRONUNCIADA71+010 DER P-2A CURVA A LA DERECHA71+120 IZQ P-2B CURVA A LA IZQUIERDA72+050 DER P-2B CURVA A LA IZQUIERDA72+260 IZQ P-2A CURVA A LA DERECHA73+150 IZQ P-35 PENDIENTE PRONUNCIADA73+190 DER P-4B CURVA Y CONTRACURVA IZQ-DER73+650 IZQ P-4B CURVA Y CONTRACURVA IZQ-DER73+690 DER P-35 PENDIENTE PRONUNCIADA74+210 IZQ P-35 PENDIENTE PRONUNCIADA
TOTAL UNIDADES 116
01.06.02 SEÑALES REGLAMENTARIAS
PROGRESIVALADO CODIGO CODIGOKM.
53+730 IZQ R-30 35 KM POR HORA54+440 IZQ R-30 35 KM POR HORA56+020 DER R-16 NO ADELANTAR 56+180 IZQ R-16 NO ADELANTAR 57+690 DER R-16 NO ADELANTAR 57+930 IZQ R-16 NO ADELANTAR 57+960 DER R-30 35 KM POR HORA58+210 IZQ R-30 35 KM POR HORA58+240 DER R-16 NO ADELANTAR58+550 IZQ R-16 NO ADELANTAR58+880 DER R-30 35 KM POR HORA59+160 IZQ R-30 35 KM POR HORA59+600 DER R-16 NO ADELANTAR59+650 DER R-30 35 KM POR HORA59+970 DER R-16 NO ADELANTAR60+060 IZQ R-30 35 KM POR HORA60+070 IZQ R-16 NO ADELANTAR61+020 DER R-30 35 KM POR HORA61+360 IZQ R-30 35 KM POR HORA64+790 DER R-16 NO ADELANTAR65+110 IZQ R-16 NO ADELANTAR68+910 DER R-16 NO ADELANTAR69+570 IZQ R-16 NO ADELANTAR
TOTAL UNIDADES 23
HOJA DE METRADOS
01.06 SEÑALIZACIONMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
01.06.03 SEÑALES INFORMATIVAS
PROGRESIVALADO CODIGO CODIGOKM.
53+670 IZQ I-5 CALACOA 54+470 DER I-18A CURVA PELIGROSA54+690 IZQ I-18A CURVA PELIGROSA55+290 DER I-18A CURVA PELIGROSA55+440 IZQ I-18A CURVA PELIGROSA58+800 DER I-18A CURVA PELIGROSA59+180 IZQ I-18A CURVA PELIGROSA64+780 DER I-18A CURVA PELIGROSA65+080 IZQ I-18A CURVA PELIGROSA68+460 DER I-5 MUYLAQUE -MOQUEGUA68+460 IZQ I-5 CALACOA -MUYLAQUE68+930 DER I-18A CURVA PELIGROSA69+060 IZQ I-18A CURVA PELIGROSA75+245 IZQ I-5 CALACOA
TOTAL UNIDADES 14
01.06.04 POSTES KILOMETRICOS
PROGRESIVALADO CODIGO CODIGOKM.
53+670 DER I - 1 POSTE KILOMETRICO54+670 IZQ I - 1 POSTE KILOMETRICO55+670 DER I - 1 POSTE KILOMETRICO56+670 IZQ I - 1 POSTE KILOMETRICO57+670 DER I - 1 POSTE KILOMETRICO58+670 IZQ I - 1 POSTE KILOMETRICO59+670 DER I - 1 POSTE KILOMETRICO60+670 IZQ I - 1 POSTE KILOMETRICO61+670 DER I - 1 POSTE KILOMETRICO62+670 IZQ I - 1 POSTE KILOMETRICO63+670 DER I - 1 POSTE KILOMETRICO64+670 IZQ I - 1 POSTE KILOMETRICO65+670 DER I - 1 POSTE KILOMETRICO66+670 IZQ I - 1 POSTE KILOMETRICO67+670 DER I - 1 POSTE KILOMETRICO68+670 IZQ I - 1 POSTE KILOMETRICO69+670 DER I - 1 POSTE KILOMETRICO70+670 IZQ I - 1 POSTE KILOMETRICO71+670 DER I - 1 POSTE KILOMETRICO72+670 IZQ I - 1 POSTE KILOMETRICO73+670 DER I - 1 POSTE KILOMETRICO
HOJA DE METRADOS
01.06 SEÑALIZACIONMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
74+670 IZQ I - 1 POSTE KILOMETRICOTOTAL POSTES KILOMETRICOS 22
01.06.05 POSTES DELINEADORES CILINDRICO
PROGRESIVAESPAC. LADO CANTIDADINICIO FIN
53+670 53+765 12 DER 8
53+920 54+320 12 DER 33
54+390 54+520 12 DER 1154+650 54+770 12 DER 1054+950 55+170 12 DER 1855+360 55+930 12 DER 4855+970 56+820 12 DER 7156+900 58+880 12 DER 16558+950 59+070 12 DER 1059+150 59+710 12 DER 4759+830 60+470 12 DER 5360+570 61+030 12 DER 3861+100 61+270 12 DER 1461+340 62+040 12 DER 5862+220 62+630 12 DER 3462+780 64+780 12 DER 16764+980 75+245 12 DER 85553+670 55+570 12 IZQ 15855+690 56+280 12 IZQ 4956+370 57+720 12 IZQ 11357+880 58+110 12 IZQ 1958+250 59+900 12 IZQ 13859+970 60+180 12 IZQ 1860+350 60+660 12 IZQ 2660+740 61+140 12 IZQ 3361+200 61+660 12 IZQ 3861+760 62+260 12 IZQ 4262+400 63+170 12 IZQ 6463+290 63+730 12 IZQ 3763+810 65+010 12 IZQ 10065+070 67+280 12 IZQ 18467+410 67+920 12 IZQ 4368+030 68+950 12 IZQ 7769+030 69+430 12 IZQ 3369+510 70+350 12 IZQ 7070+450 70+770 12 IZQ 2770+860 75+245 12 IZQ 365
TOTAL POSTES DELINEADORES (UND.) 3274
HOJA DE METRADOS
01.06 SEÑALIZACIONMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
01.06.06 GUARDAVIAS DE FIERRO GALVANIZADO
PROGRESIVALADO LONGITUD MODULOSKM. KM.
1 53+765 53+920 DER 155 182 54+320 54+390 DER 70 153 54+520 54+650 DER 130 354 54+770 54+950 DER 180 185 55+170 55+360 DER 190 256 55+930 55+970 DER 40 157 56+820 56+900 DER 80 258 58+880 58+950 DER 70 109 59+070 59+150 DER 80 40
10 59+710 59+830 DER 120 1211 60+470 60+570 DER 100 3212 61+030 61+100 DER 70 1213 61+270 61+340 DER 70 1514 62+040 62+220 DER 180 3015 62+630 62+780 DER 150 2216 64+780 64+980 DER 200 1517 55+570 55+690 IZQ 120 1218 56+280 56+370 IZQ 90 1219 57+720 57+880 IZQ 160 2220 58+110 58+250 IZQ 140 1821 59+900 59+970 IZQ 70 1522 60+180 60+350 IZQ 170 1223 60+660 60+740 IZQ 80 1224 61+140 61+200 IZQ 60 1225 61+660 61+760 IZQ 100 1526 62+260 62+400 IZQ 140 1027 63+170 63+290 IZQ 120 728 63+730 63+810 IZQ 80 729 65+010 65+070 IZQ 60 1830 67+280 67+410 IZQ 130 1031 67+920 68+030 IZQ 110 1232 68+950 69+030 IZQ 80 2533 69+430 69+510 IZQ 80 1034 70+350 70+450 IZQ 100 1235 70+770 70+860 IZQ 90 15
TOTAL ML 3865
HOJA DE METRADOS
01.06 SEÑALIZACIONMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
01.06.07 TACHAS REFLECTIVAS BIDIRECCIONALES
PROGRESIVALONGITUD N° LADOS
KM. KM.53+670 54+390 2.00 2 1054+390 54+510 120.00 2 1054+510 54+670 160.00 2 1054+670 54+950 2.00 2 1054+950 55+170 2.00 2 1055+170 55+270 100.00 2 1055+270 55+410 140.00 2 1055+410 55+470 2.00 2 1055+470 55+570 2.00 2 1055+570 55+910 340.00 2 1055+910 56+170 260.00 2 1056+170 56+430 2.00 2 1056+430 56+670 2.00 2 1056+670 56+730 60.00 2 1056+730 56+970 240.00 2 1056+970 57+070 2.00 2 1057+070 57+570 2.00 2 1057+570 57+710 140.00 2 1057+710 58+570 860.00 2 1058+570 58+670 2.00 2 1058+670 58+730 2.00 2 1058+730 58+870 140.00 2 1058+870 59+270 400.00 2 1059+270 59+290 2.00 2 1059+290 59+630 2.00 2 1059+630 59+670 40.00 2 1059+670 60+070 400.00 2 1060+070 60+080 2.00 2 1060+080 60+150 2.00 2 1060+150 60+170 20.00 2 1060+170 60+810 640.00 2 1060+810 60+850 2.00 2 1060+850 60+970 2.00 2 10
ESPAC. De linea de borde
HOJA DE METRADOS
01.06 SEÑALIZACIONMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
60+970 61+030 60.00 2 1061+030 61+350 320.00 2 1061+350 61+390 2.00 2 1061+390 61+610 2.00 2 1061+610 61+670 60.00 2 1061+670 61+850 180.00 2 1061+850 61+870 2.00 2 1061+870 61+970 2.00 2 1061+970 62+030 60.00 2 1062+030 62+430 400.00 2 1062+430 62+470 2.00 2 1062+470 62+570 2.00 2 1062+570 62+610 40.00 2 1062+610 62+770 160.00 2 1062+770 62+790 2.00 2 1062+790 63+110 2.00 2 1063+110 63+170 60.00 2 1063+170 63+290 120.00 2 1063+290 63+390 2.00 2 1063+390 63+430 2.00 2 1063+430 63+470 40.00 2 1063+470 63+570 100.00 2 1063+570 63+590 2.00 2 1063+590 63+670 2.00 2 1063+670 63+690 20.00 2 1063+690 63+810 120.00 2 1063+810 63+850 2.00 2 1063+850 64+710 2.00 2 1064+710 64+770 60.00 2 1064+770 65+170 400.00 2 1065+170 65+190 2.00 2 1065+190 67+170 2.00 2 1067+170 67+270 100.00 2 1067+270 67+370 100.00 2 1067+370 67+650 2.00 2 1067+650 67+870 2.00 2 1067+870 67+910 40.00 2 1067+910 68+070 160.00 2 1068+070 68+110 2.00 2 1068+110 68+870 2.00 2 1068+870 68+930 60.00 2 1068+930 69+330 400.00 2 1069+330 69+370 2.00 2 1069+370 69+370 2.00 2 1069+370 69+530 160.00 2 1069+530 69+530 2.00 2 1069+530 69+610 2.00 2 1069+610 70+290 2.00 2 1070+290 70+350 60.00 2 1070+350 70+450 100.00 2 1070+450 70+470 2.00 2 1070+470 70+730 2.00 2 1070+730 70+770 40.00 2 10
HOJA DE METRADOS
01.06 SEÑALIZACIONMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
70+770 70+870 100.00 2 1070+870 70+950 2.00 2 1070+950 75+245 2.00 2 10
TOTAL UND
01.06.08 MARCAS EN EL PAVIMENTO
LINEAS AMARILLASPROGRESIVAS CONTINUO DOBLE DISCONTINUO
INICIO FIN DISCONTINUO CONTINUO CONTINUO53+670 54+390 54+390 54+510 120.0054+510 54+670 160.0054+670 54+950 280.0054+950 55+170 55+170 55+270 100.0055+270 55+410 140.0055+410 55+470 60.0055+470 55+570 55+570 55+910 340.0055+910 56+170 260.0056+170 56+430 260.0056+430 56+670 56+670 56+730 60.0056+730 56+970 240.0056+970 57+070 100.0057+070 57+570 57+570 57+710 140.0057+710 58+570 860.0058+570 58+670 100.0058+670 58+730 58+730 58+870 140.0058+870 59+270 400.0059+270 59+290 20.0059+290 59+630 59+630 59+670 40.0059+670 60+070 400.0060+070 60+080 10.00
HOJA DE METRADOS
01.06 SEÑALIZACIONMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
60+080 60+150 60+150 60+170 20.0060+170 60+810 640.0060+810 60+850 40.0060+850 60+970 60+970 61+030 60.0061+030 61+350 320.0061+350 61+390 40.0061+390 61+610 61+610 61+670 60.0061+670 61+850 180.0061+850 61+870 20.0061+870 61+970 61+970 62+030 60.0062+030 62+430 400.0062+430 62+470 40.0062+470 62+570 62+570 62+610 40.0062+610 62+770 160.0062+770 62+790 20.0062+790 63+110 63+110 63+170 60.0063+170 63+290 120.0063+290 63+390 100.0063+390 63+430 63+430 63+470 40.0063+470 63+570 100.0063+570 63+590 20.0063+590 63+670 63+670 63+690 20.0063+690 63+810 120.0063+810 63+850 40.0063+850 64+710 64+710 64+770 60.0064+770 65+170 400.0065+170 65+190 20.0065+190 67+170 67+170 67+270 100.0067+270 67+370 100.0067+370 67+650 280.0067+650 67+870 67+870 67+910 40.0067+910 68+070 160.0068+070 68+110 40.0068+110 68+870 68+870 68+930 60.0068+930 69+330 400.0069+330 69+370 40.0069+370 69+370 69+370 69+530 160.0069+530 69+530 0.0069+530 69+610 80.0069+610 70+290
HOJA DE METRADOS
01.06 SEÑALIZACIONMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
70+290 70+350 60.0070+350 70+450 100.0070+450 70+470 20.0070+470 70+730 70+730 70+770 40.0070+770 70+870 100.0070+870 70+950 80.0070+950 75+245 LONGITUD 1710.00 5760.00 1820.00
LINEAS AMARILLASLINEA DISCONTINUA 12285.30 0.375DOBLE LINEA CONTINUA 5760.00 2.00LINEA CONTINUA Y DISCONTINUA 3530.00 1.375TOTAL LINEAS (METROS)
TOTAL M2 0.10LINEAS BLANCASLADO IZQUIERDO 21575.30 0.10LADO DERECHO 21575.30 0.10TOTAL METRADO MARCAS EN EL PAVIMENTO (M2)
01.06.09 PINTADO DE PARAPETOS DE ALCANTARILLAS Y PUENTES
PROG. TIPOAREAS AREA
INGRESO SALIDA PARCIAL53+830 TMC 0.87 0.87 1.7453+930 TMC 0.87 0.87 1.7454+170 TMC 0.87 0.87 1.7454+498 TMC 0.87 0.87 1.7454+790 TMC 0.87 0.87 1.7457+220 TMC 0.87 0.87 1.7457+550 TMC 0.87 0.87 1.7458+805 TMC 0.87 0.87 1.7459+745 TMC 0.87 0.87 1.7460+170 TMC 0.87 0.87 1.7464+550 TMC 0.87 0.87 1.7464+830 TMC 0.87 0.87 1.7466+410 TMC 0.87 0.87 1.7467+185 TMC 0.87 0.87 1.7467+355 TMC 0.87 0.87 1.7469+370 TMC 0.87 0.87 1.7469+630 TMC 0.87 0.87 1.7471+600 TMC 0.87 0.87 1.7453+910 TAJEA 0.72 0.56 1.2854+058 TAJEA 0.72 0.56 1.2854+130 TAJEA 0.72 0.56 1.2854+310 TAJEA 0.72 0.56 1.2854+498 TAJEA 0.72 0.56 1.2854+675 TAJEA 0.72 0.56 1.2854+675 TAJEA 0.72 0.56 1.28
HOJA DE METRADOS
01.06 SEÑALIZACIONMUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
55+335 TAJEA 0.72 0.56 1.2856+835 TAJEA 0.72 0.56 1.2858+065 TAJEA 0.72 0.56 1.2858+290 TAJEA 0.72 0.56 1.2861+732 TAJEA 0.72 0.56 1.2862+120 TAJEA 0.72 0.56 1.2864+400 TAJEA 0.72 0.56 1.2864+680 TAJEA 0.72 0.56 1.2866+260 TAJEA 0.72 0.56 1.2867+205 TAJEA 0.72 0.56 1.2871+600 TAJEA 0.72 0.56 1.2853+740 MURO 25.3 1.1 27.8356+092 P-AGUA 0.87 0.87 1.7456+522 P-AGUA 0.87 0.87 1.7456+792 P-AGUA 0.87 0.87 1.7459+250 P-AGUA 0.87 0.87 1.74
TOTAL M2 89.26
HOJA DE METRADOS
: ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
CODIGO
PENDIENTE PRONUNCIADA
CURVA EN U A LA IZQUIERDACURVA EN U A LA DERECHAPENDIENTE PRONUNCIADAPENDIENTE PRONUNCIADACURVA EN U A LA IZQUIERDACURVA EN U A LA DERECHACURVA EN U A LA DERECHACURVA EN U A LA IZQUIERDACURVA EN U A LA IZQUIERDACURVA EN U A LA DERECHACURVA EN U A LA DERECHACURVA EN U A LA IZQUIERDACURVA Y CONTRACURVA DER-IZQCURVA Y CONTRACURVA DER-IZQCURVA Y CONTRACURVA PRONUNCIADA DER-IZQCURVA Y CONTRACURVA PRONUNCIADA DER-IZQ
CURVA Y CONTRACURVA IZQ-DERCURVA Y CONTRACURVA IZQ-DER
CURVA EN U A LA DERECHACURVA EN U A LA IZQUIERDA
CURVA PRONUNCIADA A LA IZQUIERDA
HOJA DE METRADOS
CURVA EN U A LA DERECHACURVA EN U A LA IZQUIERDACURVA EN U A LA IZQUIERDACURVA EN U A LA DERECHACURVA EN U A LA DERECHACURVA EN U A LA IZQUIERDA
CURVA EN U A LA DERECHACURVA EN U A LA IZQUIERDACURVA EN U A LA IZQUIERDACURVA EN U A LA DERECHACURVA EN U A LA DERECHACURVA EN U A LA IZQUIERDACURVA EN U A LA IZQUIERDACURVA EN U A LA DERECHACURVA EN U A LA DERECHACURVA EN U A LA IZQUIERDACURVA EN U A LA IZQUIERDACURVA EN U A LA DERECHACURVA EN U A LA DERECHACURVA EN U A LA IZQUIERDA
CURVA EN U A LA IZQUIERDACURVA EN U A LA DERECHACURVA PRONUNCIADA A LA DERECHACURVA PRONUNCIADA A LA IZQUIERDA
PENDIENTE PRONUNCIADA
PENDIENTE PRONUNCIADA
CURVA Y CONTRACURVA PRONUNCIADA DER-IZQCURVA Y CONTRACURVA PRONUNCIADA DER-IZQCURVA Y CONTRACURVA DER-IZQCURVA Y CONTRACURVA IZQ-DER
CURVA EN U A LA DERECHACURVA EN U A LA IZQUIERDACURVA EN U A LA IZQUIERDACURVA EN U A LA DERECHACURVA EN U A LA DERECHACURVA EN U A LA IZQUIERDA
HOJA DE METRADOS
CURVA EN U A LA IZQUIERDACURVA EN U A LA DERECHACURVA EN U A LA DERECHACURVA EN U A LA IZQUIERDACURVA EN U A LA IZQUIERDACURVA EN U A LA DERECHACURVA Y CONTRACURVA IZQ-DERCURVA Y CONTRACURVA IZQ-DERPENDIENTE PRONUNCIADA
PENDIENTE PRONUNCIADACURVA Y CONTRACURVA IZQ-DERCURVA Y CONTRACURVA IZQ-DERPENDIENTE PRONUNCIADAPENDIENTE PRONUNCIADA
CODIGO
35 KM POR HORA35 KM POR HORANO ADELANTAR NO ADELANTAR NO ADELANTAR NO ADELANTAR 35 KM POR HORA35 KM POR HORANO ADELANTARNO ADELANTAR
35 KM POR HORA35 KM POR HORANO ADELANTAR
35 KM POR HORANO ADELANTAR
35 KM POR HORANO ADELANTAR
35 KM POR HORA35 KM POR HORANO ADELANTARNO ADELANTARNO ADELANTARNO ADELANTAR
HOJA DE METRADOS
CODIGO
CALACOA CURVA PELIGROSACURVA PELIGROSACURVA PELIGROSACURVA PELIGROSACURVA PELIGROSACURVA PELIGROSACURVA PELIGROSACURVA PELIGROSA
MUYLAQUE -MOQUEGUACALACOA -MUYLAQUE
CURVA PELIGROSACURVA PELIGROSA
CALACOA
CODIGO
POSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICOPOSTE KILOMETRICO
HOJA DE METRADOS
POSTE KILOMETRICO
HOJA DE METRADOS
3865
HOJA DE METRADOS
MODULOS
16 116 3216 4216 116 116 2616 3716 116 116 8916 6816 116 116 1616 6316 116 116 3716 22616 116 116 3716 10516 116 116 1116 10516 116 116 516 16816 116 1
ESPAC linea de eje .
HOJA DE METRADOS
16 1616 8416 116 116 1616 4716 116 116 1616 10516 116 116 1116 4216 116 116 1616 3216 116 116 1116 2616 116 116 516 3216 116 116 1616 10516 116 116 2616 2616 116 116 1116 4216 116 116 1616 10516 116 116 4216 116 116 116 1616 2616 116 116 11
HOJA DE METRADOS
16 2616 116 1
TOTAL UND 2040
720.00
220.00
100.00
240.00
500.00
60.00
340.00
DISCONTINUO
HOJA DE METRADOS
70.00
120.00
220.00
100.00
100.00
320.00
40.00
80.00
860.00
1980.00
220.00
760.00
0.00
680.00
HOJA DE METRADOS
260.00
4295.3012285.30
4606.9911520.00
4853.7520980.742098.07
2157.532157.53
6413.13
HOJA DE METRADOS
HOJA DE METRADOS
01.07 OBRAS VARIAS
PROYECTO : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION TRAMO IV : CALACOA - TIXANI
ENTIDAD : INSTITUTO VIAL PROVINCIAL - MOQUEGUAFECHA : Moquegua, Octubre 2011
01.07.01 MANTENIMIENTO DE TRANSITO TEMPORAL
PROG.LONGITUD ANCHO AREA
KM KM53+670 75+245 21,575.00 3.725 80,366.88
TOTAL M2/GLB 80,366.88
01.07.02 REPOSICION DE CAMINOS PEATONALES
PROGRESIVASLONGITUD ANCHO TOTAL (KM)DEL KM
53+810 10.00 1.00 10.00 53+870 10.00 1.00 10.00 54+410 10.00 1.00 10.00 54+500 10.00 1.00 10.00 55+970 10.00 1.00 10.00
TOTAL VOLUMEN (M2) 50.00
01.07.03 LIMPIEZA GENERAL CON EQUIPO
PROGRESIVASLONGITUD ANCHO TOTAL (KM)DEL KM AL KM
53+670 75+245 21,575.00 3.725 80,366.88 TOTAL VOLUMEN (M2) 80,366.88
MUNICIPALIAD PROVINCIAL MARISCAL NIETO MOQUEGUA
HOJA DE METRADOS
: ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION
1.00
S10
METRADOS EXPEDIENTE TECNICO
Cliente : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION Tramo : CALACOA - TIXANI 53+670 75+245Lugar MOQUEGUA - MARISCAL NIETO - CARUMAS
Item Descripción Und. Metrado
01 MEJORAMIENTO DE CARRETERA.
01.01 OBRAS PROVISIONALES
01.01.01 CARTEL DE IDENTIFICACION DE OBRA u 2.00
01.01.02 CAMPAMENTO, OFICINAS, ALMACENES DE OBRA, PATIO DE MAQUINARIAS Y OTROS m2 300.00
01.01.03 MOVILIZACION Y DESMOVILIZACION DE EQUIPOS Y MAQUINARIA Glb 1.00
01.01.04 TRANSPORTE DE MATERIALES - VARIOS Glb 1.00
01.01.05 TRANSPORTE DE MATERIALES - VARIOS Glb 1.00
01.02 OBRAS PRELIMINARES
01.02.01 TRAZO Y REPLANTEO TOPOGRAFICO km 21.58
01.02.02 CONTROL TOPOGRAFICO PERMANENTE EN OBRA km 21.58
01.02.03 CONTROL DE CALIDAD DURANTE EL PROCESO glb 1.00
01.02.04 ROCE R=500 m2/día m2 11,250.00
01.03 EXPLANACIONES
01.03.01 CORTE DE MATERIAL SUELTO m3 225,615.69
01.03.02 CORTE ROCA SUELTA m3 16,990.11
01.03.03 CORTE ROCA FIJA m3 12,200.99
01.03.04 CONFORMACION DE TERRAPLENES CON MATERIAL DE CANTERA Y TRANSP. m3 22,745.14
01.03.05 CONFORMACION DE TERRAPLENES CON MATERIAL PROPIO m3 13,827.20
01.03.06 ELIMINACION DE MATERIAL EXCEDENTE m3 240,979.58
01.03.07 PERFILADO Y COMPACTACION DE SUB-RASANTE EN ZONAS-CORTE m2 160,733.75
01.03.08 TRANSPORTE DE MATERIAL GRANULAR PARA D= -IKM m2 105,178.13
01.03.09 TRANSPORTE DE MATERIAL GRANULAR PARA D= +IKM m2 576,681.11
01.04 PAVIMENTOS
01.04.01 SUB RASANTE GRANULAR E=0.30M C/ADITIVO ESTABILIZANTE (MEJORAMIENTO) m2 59,600.00
01.04.02 SUB - BASE GRANULAR E=0.30 m m2 140,237.50
01.04.03 BASE GRANULAR E=0.20 m2 140,237.50
01.04.04 IMPRIMACION BITUMINOSA m2 140,237.50
01.04.05 PREPARACION DE MEZCLA ASFALTICA C/ EMULSION MODIFICADA C/ POLIMEROS m3 7,119.75
01.04.06 TRANSPORTE DE MEZCLA ASFALTICA m3 7,119.75
01.04.07 COLOCACION Y COMPACTACION DE CARPETA ASFALTICA E=2" m2 118,662.50
01.04.08 BASE GRANULAR EN BERMAS E=5 CM m2 21,575.00
01.04.09 TRATAMIENTO SUPERFICIAL MONOCAPA EN BERMAS m2 21,575.00
01.05 OBRAS DE ARTE Y DRENAJE
01.05.01 MURO DE CONTENSION
01.05.01.01 MURO DE CONCRETO CICLOPEO
01.05.01.01.01 EXCAVACION NO CLASIFICADA CON EQUIPO m3 312.50
01.05.01.01.02 CONCRETO f'c=140 kg/cm2 + 30% PG m3 165.50
01.05.01.01.03 ENCOFRADO Y DESENCOFRADO m2 250.00
01.05.01.01.04 RELLENO DE FUNDACIONES m3 175.00
01.05.01.02 MUROS DE PIEDRA EMBOQUILLADO
01.05.01.02.01 EXCAVACION NO CLASIFICADA CON EQUIPO m3 516.00
01.05.01.02.02 MURO EMBOQUILLADO DE PIEDRA m2 430.00
01.05.01.02.03 RELLENO DE FUNDACIONES MANUAL m3 301.00
01.05.01.03 MUROS DE PIEDRA SECO
01.05.01.03.01 EXCAVACION NO CLASIFICADA CON EQUIPO m3 981.00
01.05.01.03.02 MURO DE PIEDRA SECO m2 981.00
01.05.02 DRENAJE
01.05.02.01 EXCAVACION NO CLASIFICADA CON EQUIPO m3 582.40
01.05.02.02 ELIMINACION DE MATERIAL EXCEDENTE CON MINICARGADOR m3 698.88
S10
METRADOS EXPEDIENTE TECNICO
Cliente : ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION Tramo : CALACOA - TIXANI 53+670 75+245Lugar MOQUEGUA - MARISCAL NIETO - CARUMAS
Item Descripción Und. Metrado
01.05.02.03 SUB DREN m 520.00
01.05.02.04 ZANJAS DE CORONACION m 1,600.00
01.05.03 CUNETAS REVESTIDAS
01.05.03.01 EXCAVACION NO CLASIFICADA CON EQUIPO - CUNETAS m3 3,452.00
01.05.03.02 ENCOFRADO Y DESENCOFRADO - CUNETAS m 21,575.00
01.05.03.03 CONCRETO F'C=140 KG/CM2 - CUNETA m3 2,589.00
01.05.03.04 CUNETAS REVESTIDAS m 21,575.00
01.05.03.05 JUNTAS DE CONSTRUCCION Y DILATACION EN CUNETAS m 9,751.90
01.05.03.06 CURADO DE CONCRETO CON ANTISOL m2 24,379.75
01.05.04 PASE DE AGUA -CANAL
01.05.04.01 EXCAVACION NO CLASIFICADA CON EQUIPO - PASE CANAL m3 56.06
01.05.04.02 ENCOFRADO Y DESENCOFRADO - PASE CANAL m2 55.44
01.05.04.03 CONCRETO F'C=140 KG/CM2+30% PM, PASE CANAL m3 9.38
01.05.04.04 TAPA DE CONCRETO F'C=210 KG/CM2 U 44.00
01.05.04.05 REPOSICION DE EMBOQUILLADO - CANALES M2 49.50
01.05.04.06 CURADO DE CONCRETO CON ANTISOL m2 126.50
01.05.05 ALCANTARILLAS
01.05.05.01 EXCAVACION NO CLASIFICADA CON EQUIPO - ALCANTARILLAS m3 682.34
01.05.05.02 ENCOFRADO Y DESENCOFRADO - ALCANTARILLAS m2 948.24
01.05.05.03 CONCRETO F'C=175 KG/CM2 - ALCANTARILLAS m3 257.40
01.05.05.04 ALCANTARILLA TMC 0=36" m 135.00
01.05.05.06 RELLENO DE FUNDACIONES - ALCANTARILLA. m3 145.80
01.05.05.07 ALIVIADEROS DE ALCANTARILLAS m2 130.00
01.05.05 TAJEAS
01.05.06.01 EXCAVACION NO CLASIFICADA CON EQUIPO - TAJEAS m3 158.00
01.05.06.02 ENCOFRADO Y DESENCOFRADO - TAJEAS m2 263.16
01.05.06.03 CONCRETO F'C 175KG/CM2 - TAJEAS m3 99.23
01.05.06.04 TUBOS PVC D=12" - TAJEAS m 135.00
01.05.06.05 RELLENO DE FUNDACIONES - TAJEAS m3 71.28
01.06 SEÑALIZACION
01.06.01 SEÑALES PREVENTIVAS u 116.00
01.06.02 SEÑALES REGLEMENTARIAS u 23.00
01.06.03 SEÑALES INFORMATIVAS u 14.00
01.06.04 POSTES KILOMETRICOS u 22.00
01.06.05 POSTE DELINEADOR CILINDRICO u 3,274.00
01.06.06 GUARDAVIAS DE FIERRO GALVANIZADO (INC. TERMINALES) m 3,865.00
01.06.07 TACHAS REFLECTIVAS BIDIRECCIONALES u 2,040.00
01.06.08 MARCAS EN EL PAVIMENTO m2 6,413.13
01.06.09 PINTADO DE PARAPETOS DE ALCANTARILLAS Y PUENTES m2 89.26
01.07 OBRAS VARIAS
01.07.01 MANTENIMIENTO DE TRANSITO TEMPORAL glb 1.00
01.07.02 REPOSICION DE CAMINOS PEATONALES ml 50.00
01.07.03 LIMPIEZA FINAL DE OBRA m2 80,366.88
top related