FRENTE 02 unitario

102
limpieza de alcantarillas 21+914 17+601 10 4+313 Limpieza de alcantarilla Prog 17+601 22+000 20+789 9 1+211 Limpieza de alcantarilla Prog 20+789 22+000 20+346 8 1+654 Limpieza de alcantarilla Prog 20+346 22+000 21+896 7 0+104 Limpieza de alcantarilla Prog 21+896 22+000 21+718 6 0+282 Limpieza de alcantarilla Prog 21+718 22+000 21+496 5 0+504 Limpieza de alcantarilla Prog 21+496 22+000 21+329 4 0+671 Limpieza de alcantarilla Prog 21+329 22+000 21+261 3 0+739 Limpieza de alcantarilla Prog 21+261 22+000 21+089 2 0+911 Limpieza de alcantarilla Prog 21+089 22+000 21+026 1 0+974 Limpieza de alcantarilla Prog 21+026 alcantarillas proyectadas 22+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 plano 22+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 vaden 22+000 17+329 7 4+671 22+000 18+077 8 3+923 22+000 18+350 3+650 vaden 22+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 mur 0+020 0+070 MC-01 D 0+020 0+195 0+250 MC-03 D 0+430 0+445 MC-03 D 0+820 0+630 0+665 MC-03 D 0+860 0+820 0+840 MC-02 D 1+620 0+860 0+880 MC-02 D 2+405 1+050 1+090 MC-03 D 3+490 1+140 1+160 MC-03 D 6+360 1+480 1+510 MC-03 D 1+620 1+640 MC-02 D 0+195 1+760 1+900 MC-03 I 0+430 2+060 2+120 MC-03 D 0+630 2+210 2+240 MC-03 D 1+050 2+405 2+460 MC-02 I 1+140 3+490 3+530 MC-02 I 1+480 3+610 3+630 MC-03 I 1+760 4+380 4+400 MC-03 I 2+060 4+770 4+790 MC-03 I 2+210

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Transcript of FRENTE 02 unitario

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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

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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

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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

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3+630 MC-03 I4+400 MC-03 I4+790 MC-03 I6+820 MC-03 D7+120 MC-03 D

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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

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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

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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

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HOJA DE METRADOS

: ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION

CALACO - TIXANI

CALACO - TIXANI

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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 =

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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

Page 13: FRENTE 02 unitario

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

Page 14: FRENTE 02 unitario

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

Page 15: FRENTE 02 unitario

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

Page 16: FRENTE 02 unitario

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

Page 17: FRENTE 02 unitario

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

Page 18: FRENTE 02 unitario

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

Page 19: FRENTE 02 unitario

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

Page 20: FRENTE 02 unitario

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

Page 21: FRENTE 02 unitario

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

Page 22: FRENTE 02 unitario

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

Page 23: FRENTE 02 unitario

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

Page 24: FRENTE 02 unitario

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

Page 25: FRENTE 02 unitario

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

Page 26: FRENTE 02 unitario

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

Page 27: FRENTE 02 unitario

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

Page 28: FRENTE 02 unitario

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

Page 29: FRENTE 02 unitario

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

Page 30: FRENTE 02 unitario

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

Page 31: FRENTE 02 unitario

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

Page 32: FRENTE 02 unitario

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

Page 33: FRENTE 02 unitario

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

Page 34: FRENTE 02 unitario

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

Page 35: FRENTE 02 unitario

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

Page 36: FRENTE 02 unitario

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

Page 37: FRENTE 02 unitario

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

Page 38: FRENTE 02 unitario

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

Page 39: FRENTE 02 unitario

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

Page 40: FRENTE 02 unitario

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

Page 41: FRENTE 02 unitario

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

Page 42: FRENTE 02 unitario

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

Page 43: FRENTE 02 unitario

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

Page 44: FRENTE 02 unitario

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

Page 45: FRENTE 02 unitario

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

Page 46: FRENTE 02 unitario

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

Page 47: FRENTE 02 unitario

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

Page 48: FRENTE 02 unitario

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

Page 49: FRENTE 02 unitario

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

Page 50: FRENTE 02 unitario

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

Page 51: FRENTE 02 unitario

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

Page 52: FRENTE 02 unitario

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

Page 53: FRENTE 02 unitario

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

Page 54: FRENTE 02 unitario

HOJA DE METRADOS

CALACOA - TIXANI

CALACOA - TIXANI

CALACOA - TIXANI

CALACOA - TIXANI

Page 55: FRENTE 02 unitario

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

Page 56: FRENTE 02 unitario

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

Page 57: FRENTE 02 unitario

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

Page 58: FRENTE 02 unitario

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

Page 59: FRENTE 02 unitario

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

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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

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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``

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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

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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

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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

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: 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

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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

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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

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calacoa-tixani

calacoa-tixani

calacoa-tixani

calacoa-tixani

calacoa-tixani

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HOJA DE METRADOS

calacoa-tixani

PARCIAL0.560.251.542.354.00

9.38

PARALELO-VIA

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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

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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

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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

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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

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3.303.303.303.303.303.303.303.30

59.40

71.28

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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: 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

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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

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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

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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

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HOJA DE METRADOS

POSTE KILOMETRICO

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HOJA DE METRADOS

3865

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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 .

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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

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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

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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

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HOJA DE METRADOS

260.00

4295.3012285.30

4606.9911520.00

4853.7520980.742098.07

2157.532157.53

6413.13

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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

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: ASFALTADO CARRETERA CALACOA - TIXANI - VIA DE INTEGRACION

1.00

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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

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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