HOJA D METRADOS OBRAS DE ARTE.xls
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Transcript of HOJA D METRADOS OBRAS DE ARTE.xls
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7/22/2019 HOJA D METRADOS OBRAS DE ARTE.xls
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Obra: Construccin Carretera Quebrada Ollabamba Tipin-Quentas
LARGO ANCHO ALTO ARCIA TOTAL ALCA TOTAL
04.01.01 EXCAVACION MANUAL M3 23.15 5.00 115.77
M3 1.00 6.00 1.50 1.70 15.30
M3 2.00 1.10 2.10 1.70 7.85
04.01.02 RELLENO CON MATERIAL SELECCIONADO M3 2.33 5.00 11.64
M3 2.00 6.00 0.15 1.00 1.80
M3 4.00 1.10 0.15 0.80 0.53
04.01.03 ENROCADO DE CIMIENTOS M2 23.25 5.00 116.25
M2 2.00 6.00 0.70 8.40
1.00 2.70 3.00 8.10
1.00 2.70 2.50 6.75
04.01.04 CONCRETO F'C = 100 KG/CM2 SOLADOS M3 1.16 5.00 5.82
M3 2.00 6.00 0.70 0.08 0.67
M3 4.00 2.20 0.70 0.08 0.49
04.01.05 CONCRETO F'C = 140 KG/CM2 ZAPATA Y MURO M3 10.29 5.00 51.46
ZAPATA MUROS M3 2.00 6.00 0.70 0.52 4.37
ZAPATA ALEROS M3 4.00 1.20 0.70 0.52 1.75
CENTRO PISO M3 1.00 6.00 0.20 0.20 0.24
MURO M3 2.00 6.00 0.30 0.80 2.88
MURO ALEROS M3 4.00 1.10 0.30 0.80 1.06
04.01.06 CONCRETO F'C = 210 KG/CM2 LOSAS MACIZAS M3 2.45 5.00 12.24
LOSA M3 1.00 6.00 1.20 0.20 1.44PARAPETO M3 2.00 1.20 0.20 0.60 0.29
LOSA ALEROS M3 2.00 1.20 1.50 0.20 0.72
04.01.07 ACERO F'Y = 4200 KG/CM2 KG KG/ML 102.21 5.00 511.04
1/2" KG 5.00 6.10 1.02 31.11
1/2" KG 25.00 1.20 1.02 30.60
3/8" KG 4.00 6.10 0.56 13.66
3/8" KG 18.00 1.20 0.56 12.10
1/2" KG 4.00 1.20 1.02 4.90
3/8" KG 4.00 1.20 0.56 2.69
1/4" KG 14.00 1.55 0.25 5.43
N 16 KG 360.00 0.30 0.02 1.73
04.01.08 ENCOFARDO Y DESENCOFRADO M234.16
5.00170.80
M2 4.00 6.00 0.80 19.20
M2 8.00 1.10 0.70 6.16
M2 1.00 6.00 0.60 3.60
M2 2.00 6.00 0.20 2.40
M2 4.00 1.20 0.50 2.40
M2 4.00 0.20 0.50 0.40
METRADO DE ALCANTARILLA
MEDIDAS METRADO TOTALPART. DESCRIPCION UNID. CATID.
METRADO
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7/22/2019 HOJA D METRADOS OBRAS DE ARTE.xls
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Obra: Construccin Carretera Quebrada Ollabamba Tipin-Quentas
LARGO ANCHO ALTO ARCIA TOTAL BADE TOTAL
04.02.01 EXCAVACION MANUAL M3 34.29 2.00 68.58
M3 1.00 8.00 7.00 0.50 28.00
M3 1.00 9.84 0.25 0.60 1.48
M3 2.00 7.00 0.25 0.60 2.10
M3 1.00 6.20 0.25 1.75 2.71
04.02.02 RELLENO CON MATERIAL SELECCIONADO M3
M3 1.00 9.84 0.30 0.55 1.62 3.93 2.00 7.87
M3 2.00 7.00 0.30 0.55 2.31
04.02.03 ENROCADO DE CIMIENTOS M2 65.76 2.00 131.52
M2 1.00 7.50 6.50 48.75
M2 1.00 6.30 1.50 9.45
M2 1.00 6.30 1.20 7.56
04.02.04 CONCRETO F'C = 140 KG/CM2 M3 6.91 2.00 13.83
M3 1.00 9.84 0.25 0.30 0.74
M3 2.00 7.00 0.25 0.30 1.05
M3 1.00 6.20 0.25 1.50 2.33
M3 1.00 8.00 7.00 0.05 2.80
04.02.05 CONCRETO F'C = 210 KG/CM2 PARA LOSAS M3 1.00 8.00 7.00 0.25 14.00 14.00 2.00 28.00
04.02.06 ENCOFRADO Y DESENCOFRADO M2 15.21 2.00 30.42
M2 1.00 9.84 0.30 2.95
M2 2.00 7.00 0.30 4.20
M2 1.00 6.20 1.30 8.06
04.02.07 JUNTA DE DILATACION BREA - ARENA ML 15.00 2.00 30.00
ML 1.00 8.00 8.00
ML 1.00 7.00 7.00
METRADO DE BADEN
MEDIDAS METRADO TOTALPART. DESCRIPCION UNID. CATID.
METRADO