Metrado 2.0
Metrado 2.0
Metrado 2.0
PART. DESCRIPCIÓN
RRO BLANCO…
MEDIDAS
UND CANT
LONG. ANCHO
und 1.00
glb 1.00 - -
mes 1.00
glb 1.00 - -
m2 1.00
1.00 Area = 16027.01
m2 1.00
1.00 Area = 16027.01
m3 1.00
m3 1.00 6,847.35 -
m3 1.00 2,500.00 -
m3 1.00 6,772.59 -
m2 1.00
glb 1.00 - -
m2 1.00
m2 1.00
MEDIDAS
AREA PARCIAL TOTAL
ALTO
1.00 1.00
- 1.00 1.00
1.00 4.00
- 1.00 1.00
16027.01
16027.01
16027.01
16027.01
- 1.00 1.00
0.00
0.00
MUNICIPALIDAD DISTRITAL DE POCOLLAY
CUADRO DE MOVIMIENTO DE TIERRAS
PROYECTO : CONSTRUCCION DE LA TROCHA CARROZABLE TRAMO PUENTE CERRO BLANCO - PAJE
FECHA : 1/29/2020
0 AL 1+000
VOL. ACUM. DE VOL. ACUM. DE VOLUMEN NETO
CORTE RELLENO
0.000 0.000 0.000
62.00 0.00 62.000
126.60 0.00 126.600
184.80 0.00 184.800
236.60 0.00 236.600
285.80 0.00 285.800
358.40 0.00 358.400
455.20 0.00 455.200
552.20 0.00 552.200
641.80 0.00 641.800
724.90 0.00 724.900
808.20 0.00 808.200
896.20 0.00 896.200
1,021.00 0.00 1,021.000
1,209.10 0.00 1,209.100
1,411.80 0.00 1,411.800
1,550.80 0.00 1,550.800
1,614.20 0.00 1,614.200
1,660.70 0.00 1,660.700
1,738.50 0.00 1,738.500
1,805.50 0.00 1,805.500
1,841.90 0.00 1,841.900
1,879.00 0.00 1,879.000
1,913.80 0.00 1,913.800
1,949.10 0.00 1,949.100
1,997.10 0.00 1,997.100
2,063.00 0.00 2,063.000
2,147.20 0.00 2,147.200
2,228.50 0.00 2,228.500
2,294.20 0.00 2,294.200
2,354.10 0.00 2,354.100
2,414.50 0.00 2,414.500
2,476.60 0.00 2,476.600
2,550.00 0.00 2,550.000
2,631.30 0.00 2,631.300
2,716.80 0.00 2,716.800
2,811.30 0.00 2,811.300
2,872.20 0.00 2,872.200
2,924.10 0.00 2,924.100
3,000.80 0.00 3,000.800
3,080.40 0.00 3,080.400
3,161.50 0.00 3,161.500
3,246.20 0.00 3,246.200
3,343.30 0.00 3,343.300
3,467.10 0.00 3,467.100
3,591.20 0.00 3,591.200
3,691.40 0.00 3,691.400
3,781.40 0.00 3,781.400
3,843.90 0.00 3,843.900
3,863.70 3.96 3,859.740
3,863.70 15.33 3,848.370
0 AL 2+000
VOL. ACUM. DE VOL. ACUM. DE VOLUMEN NETO
CORTE RELLENO
0.000 0.000 0.000
66.10 0.00 66.100
156.80 0.00 156.800
265.10 0.00 265.100
367.00 0.00 367.000
461.70 0.00 461.700
550.50 0.00 550.500
634.20 0.00 634.200
724.60 0.00 724.600
833.30 0.00 833.300
951.00 0.00 951.000
1,052.50 0.00 1,052.500
1,117.60 0.00 1,117.600
1,137.10 1.86 1,135.240
1,137.60 11.13 1,126.470
1,152.50 18.54 1,133.960
1,186.90 18.54 1,168.360
1,223.30 18.54 1,204.760
1,286.90 18.54 1,268.360
1,387.40 18.54 1,368.860
1,484.40 18.54 1,465.860
1,562.30 18.54 1,543.760
1,638.90 18.54 1,620.360
1,729.20 18.54 1,710.660
1,822.20 18.54 1,803.660
1,916.60 18.54 1,898.060
2,021.50 18.54 2,002.960
2,136.90 18.54 2,118.360
2,243.70 18.54 2,225.160
2,330.10 18.54 2,311.560
2,396.70 18.54 2,378.160
2,457.60 18.54 2,439.060
2,537.40 18.54 2,518.860
2,635.30 18.54 2,616.760
2,739.00 18.54 2,720.460
2,844.60 18.54 2,826.060
2,983.40 18.54 2,964.860
3,157.90 18.54 3,139.360
3,342.10 18.54 3,323.560
3,516.50 18.54 3,497.960
3,650.90 18.54 3,632.360
3,750.90 18.54 3,732.360
3,826.40 18.54 3,807.860
3,865.00 20.25 3,844.750
3,875.70 24.24 3,851.460
3,877.60 34.38 3,843.220
3,877.60 48.54 3,829.060
3,880.80 55.11 3,825.690
3,886.40 55.41 3,830.990
3,922.00 55.44 3,866.560
0 AL 2+300
VOL. ACUM. DE VOL. ACUM. DE VOLUMEN NETO
CORTE RELLENO
0.000 0.000 0.000
79.50 0.00 79.500
146.60 0.00 146.600
222.00 0.00 222.000
308.70 0.00 308.700
398.00 0.00 398.000
489.70 0.00 489.700
573.10 0.00 573.100
642.60 0.00 642.600
718.90 0.00 718.900
807.20 0.00 807.200
897.80 0.00 897.800
942.90 0.00 942.900
942.90 0.00 942.900
942.90 0.00 942.900
8,657.83
PLANILLA
PART. DESCRIPCIÓN
02.00.00 PAVIMENTOS
trocha carrozable
02.01.02 Trazo, Nivel y Replanteo
trocha carrozable
MEDIDAS
UND CANT PIEZA
LONG. ANCHO ALTO
m2 1.00 1.00
1.00 Area = 16027.01
m2 1.00 1.00
1.00 Area = 16027.01
m3 1.00 1.00
1.00 1.00
m2 1.00 1.00
m2 1.00
m2 1.00
AREA PESO PARCIAL TOTAL
1.00 1.00
1.00 1.00
1.00 4.00
16027.01
16027.01
23309.15
16027.01
7282.14
7282.14 7282.14
0.00
0.00
0.00