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ADECUACIÓN Y ACTUALIZACIÓN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO – OXAPAMPA.
HOJA DE METRADOS04.04.00 ALCANTARILLAS TIPO MARCO
EXCAVACION, RELLENO, LONGITUD, ENCOFRADO, ACERO, CONCRETO, ALIVIADERO
LONGITUD (m) EXCAVACION RELLENO CABEZALES ENCOFRADO CONCRETOS ACERO EMBOQUILLADOS
Nº NOMBRE PROGRESIVA TIPO DIMENSIONES LONGITUD 2.00mX1.50m 3.00mx2.00m ENTRADA SALIDA 100 175 210
1 AP-31 8+657.00 MARCO 2.00mX1.50m 14.11 14.11 203.747 61.630 CAJA ALA 206.26 3.24 0.00 48.37 3,794.42 22.720
2 AP-32 9+057.30 MARCO 2.00mX1.50m 9.03 9.03 83.601 24.770 CAJA MURO 132.68 1.72 0.00 23.99 2,209.73 32.944
3 AP-33 9+152.00 MARCO 2.00mX1.50m 12.02 12.02 256.272 50.987 CAJA ALA 183.48 2.84 0.00 44.11 3,346.72 19.880
4 AP-37 9+694.80 MARCO 2.00mX1.50m 13.51 13.51 150.467 52.556 CAJA MURO 181.51 2.57 0.00 33.13 3,321.45 38.056
5 AE-23 14+116.50 MARCO 3.00mX2.00m 9.97 9.97 291.221 41.134 ALA ALA 176.47 2.45 0.00 39.93 2,907.59 160.320
6 AP-55 15+884.17 MARCO 2.00mX1.50m 11.06 11.06 123.022 30.290 CAJA ALA 173.01 2.66 0.00 42.15 3,141.08 28.079
7 AP-60 16+896.80 MARCO 2.00mX1.50m 11.81 11.81 118.168 36.385 CAJA MURO 162.98 2.24 0.00 29.66 3,109.36 0.000
8 AP-71 20+487.40 MARCO 2.00mx1.50m 8.65 8.65 181.267 17.379 CAJA ALA 146.75 2.20 0.00 37.24 2,624.83 38.407
9 AP-72 20+683.40 MARCO 2.00mx1.50m 13.18 13.18 155.628 64.682 CAJA MURO 177.91 2.50 0.00 32.46 3,402.82 0.000
10 AP-73 21+162.57 MARCO 2.00mx1.50m 12.55 12.55 97.410 15.003 CAJA ALA 189.26 2.94 0.00 45.19 3,460.25 22.436
11 AP-75 21+480.00 MARCO 2.00mx1.50m 12.99 12.99 241.212 43.154 CAJA ALA 194.05 3.03 0.00 46.09 3,554.50 22.720
12 AP-76 21+673.90 MARCO 2.00mx1.50m 9.94 9.94 128.771 27.935 CAJA MURO 142.60 1.89 0.00 25.85 2,404.66 23.856
13 AP-81 22+680.00 MARCO 2.00mx1.50m 14.33 14.33 171.820 66.219 CAJA MURO 190.45 2.72 0.00 34.80 3,649.17 27.832
14 AP-87 24+216.08 MARCO 2.00mx1.50m 14.44 14.44 256.789 78.795 CAJA ALA 209.86 3.30 0.00 49.05 4,017.17 23.288
15 AP-99 27+732.97 MARCO 2.00mx1.50m 13.38 13.38 117.028 20.901 CAJA MURO 180.09 2.54 0.00 32.87 3,369.64 0.000
16 AP-103 30+082.37 MARCO 2.00mx1.50m 10.05 10.05 153.303 33.069 CAJA ALA 162.01 2.47 0.00 40.09 2,924.73 28.400
17 AP-104 30+361.54 MARCO 2.00mx1.50m 9.82 9.82 196.253 34.113 CAJA ALA 159.50 2.43 0.00 39.62 2,875.46 30.104
18 AP-106 30+572.24 MARCO 2.00mx1.50m 9.35 9.35 94.945 25.381 CAJA ALA 154.38 2.34 0.00 38.66 2,774.78 28.400
19 AP-112 32+345.87 MARCO 2.00mx1.50m 11.36 11.36 150.360 25.617 CAJA ALA 176.28 2.72 0.00 42.76 3,205.34 39.760
20 AP-116A 34+610.62 MARCO 2.00mx1.50m 9.56 9.56 128.792 32.852 CAJA ALA 156.66 2.38 0.00 39.09 2,819.76 28.400
21 AP-117 34+716.78 MARCO 2.00mx1.50m 9.56 9.56 136.104 30.687 CAJA ALA 156.66 2.38 0.00 39.09 2,819.76 27.832
22 AE-58 34+911.58 MARCO 3.00mx2.00m 10.2 10.20 344.785 37.294 ALA ALA 176.47 3.91 0.00 51.72 3,707.93 70.140
23 AP-129A 41+361.00 MARCO 3.00mx1.50m 10.23 10.23 213.853 50.306 ALA ALA 163.41 3.06 0.00 46.61 3,608.64 93.520
24 AP-132 43+265.80 MARCO 3.00mx2.00m 9.6 9.60 126.231 44.135 ALA ALA 168.82 3.76 0.00 49.85 3,547.33 48.096
SUMATORIA : 250.90 19.80 4,121.05 945.27 4,121.53 64.30 0.00 952.40 76,597.13 855.19
M3 M3 M2 M2
file:///tt/file_convert/55cf9b0e550346d033a48e12/document.xls ALC MARCO EXC ENCOF EMBOQUILLDO
MOVIMIENTOS DE TIERRASCuadro Nº 2 (1 de 3)
ALCANTARILLAS PROYECTADAS
EXCAVACION RELLENO RELLENO RELLENO CUÑITA RELLENO Excavacion de Uñas
Nº NOMBRE PROGRESIVA TIPO DIMENSIONES LONGITUD z TIPO CABEZALES Vol CABEZALES Vol EMBOQUI Ae Vol EMBOQUI Ae Vol CUERPO Vol CUERPO ENCIMA Vol CAB ENT X LT+0.45+0.45 Vol CARA X0.90 Vol LADO DE LA X0.90 Vol ABAJO XLT+0.45+0.45 Vol CAB SAL X0.90 Vol XLT+0.45+0.45 Vol LONG VOL LONG. ALIVIADERO
(m) (m) E S Area Entada ancho m3 Area Salida ancho m3 Area Entrada ancho m3 Area Salida ancho m3 Area ancho m3 M3 AREA ancho m3 ancho m3 ancho m3 ALCANTARI ancho m3 ARRIBA ancho m3 ancho m3 CUÑITA ancho m3 UÑA UÑA Excavacion
1 AP-31 8+657.00 MARCO 2.00mX1.50m 14.11 CAJA ALA 13.1461 3.9 51.270 5.2756 5.98 31.548 0 0 0.000 2.2091 5.68 12.548 31.877 3.4 108.382 28.69 5.0723 3.4 17.24582 1.3497 3.9 5.264 4.5552 0.9 4.100 0.9006 0.9 0.811 0.226 3.9 0.881 3.36 0.9 3.024 0.4143 3.90 1.616 4
2 AP-32 9+057.30 MARCO 2.00mX1.50m 9.03 CAJA MURO 7.6186 3.9 29.713 0 0 0.000 0 0 0.000 2.1433 5.68 12.174 12.2691 3.4 41.715 11.04 0.5751 3.4 1.95534 1.2397 3.9 4.835 4.5296 0.9 4.077 0.8999 0.9 0.810 0.2229 3.9 0.869 0 0.9 0.000 0.3031 3.90 1.182 5.8
3 AP-33 9+152.00 MARCO 2.00mX1.50m 12.02 CAJA ALA 8.6326 3.9 33.667 6.9158 5.98 41.356 0 0 0.000 16.558 5.68 94.049 25.6468 3.4 87.199 23.08 3.5156 3.4 11.95304 1.3719 3.9 5.350 4.5291 0.9 4.076 0.9 0.9 0.810 0.2239 3.9 0.873 3.84 0.9 3.456 0.3553 3.90 1.386 3.5
4 AP-37 9+694.80 MARCO 2.00mX1.50m 13.51 CAJA MURO 10.5646 3.9 41.202 0 0 0.000 0 0 0.000 4.4849 5.68 25.474 23.656 3.4 80.430 21.29 6.0765 3.4 20.6601 1.2456 3.9 4.858 4.521 0.9 4.069 0.9 0.9 0.810 0.2228 3.9 0.869 0 0.9 0.000 0 3.90 0.000 0.8 4.2 3.36 6.7
5 AE-23 14+116.50 MARCO 3.00mX2.00m 9.97 ALA ALA 6.8857 3.9 26.854 6.8857 5.98 41.176 0 0 0.000 24.4643 5.68 138.957 19.1438 4.4 84.233 17.23 1.6795 4.4 7.3898 0.4284 6.98 2.990 3.7882 0.9 3.409 2.603 0.9 2.343 0.2487 6.98 1.736 3.6878 0.9 3.319 0.3893 6.98 2.717 24
6 AP-55 15+884.17 MARCO 2.00mX1.50m 11.06 CAJA ALA 8.6285 3.9 33.651 1.3503 5.98 8.075 0 0 0.000 0.4681 5.68 2.659 17.0982 3.4 58.134 15.39 0.00 0.00 0 1.1359 3.9 4.430 4.4583 0.9 4.012 0.92 0.9 0.828 0.2229 3.9 0.869 0.9286 0.9 0.836 0.30 3.90 1.173 4.94
7 AP-60 16+896.80 MARCO 2.00mX1.50m 11.81 CAJA MURO 13.018 3.9 50.770 0 0 0.000 0 0 0.000 6.6579 5.68 37.817 7.7119 3.4 26.220 6.94 5.60 3.40 19.04 1.2373 3.9 4.825 4.3475 0.9 3.913 0.9 0.9 0.810 0.2196 3.9 0.856 0 0.9 0.000 0.00 3.90 0.000 0.8 4.2 3.360 0.00
8 AP-71 20+487.40 MARCO 2.00mx1.50m 8.650 CAJA ALA 14.065 3.9 54.854 4.3497 5.98 26.011 0 0 0.000 8.8702 5.68 50.383 14.7115 3.4 50.019 0.00 0.00 0.00 0 2.049 3.9 7.991 4.5534 0.9 4.098 0 0.9 0.000 0.2229 3.9 0.869 3.2998 0.9 2.970 0.37 3.90 1.451 6.76
9 AP-72 20+683.40 MARCO 2.00mx1.50m 13.180 CAJA MURO 9.86 3.9 38.454 0 0 0.000 0 0 0.000 6.3 5.68 35.784 22.95 3.4 78.030 20.66 8.12 3.40 27.608 1.52 3.9 5.928 6.1 0.9 5.490 1.34 0.9 1.206 0.68 3.9 2.652 0 0.9 0.000 0.293 3.90 1.143 0.8 4.2 3.360 0.00
10 AP-73 21+162.57 MARCO 2.00mx1.50m 12.550 CAJA ALA 9.12 3.9 35.568 2.12 5.98 12.678 0 0 0.000 0.85 5.68 4.828 13.04 3.4 44.336 0.00 0.00 0.00 0 1.18 3.9 4.602 4.62 0.9 4.158 0.94 0.9 0.846 0.22 3.9 0.858 3.7 0.9 3.330 0.31 3.90 1.209 3.95
11 AP-75 21+480.00 MARCO 2.00mx1.50m 12.990 CAJA ALA 17.36 3.9 67.704 3.24 5.98 19.375 0 0 0.000 1.46 5.68 8.293 31.07 3.4 105.638 0.00 7.01 3.40 23.834 1.34 3.9 5.226 4.46 0.9 4.014 0.9 0.9 0.810 0.22 3.9 0.858 3.38 0.9 3.042 0.371 3.90 1.447 4.00
12 AP-76 21+673.90 MARCO 2.00mx1.50m 9.940 CAJA MURO 13.61 3.9 53.079 0 0 0.000 0 0 0.000 1.4 5.68 7.952 12.67 3.4 43.078 11.40 0.00 0.00 0 1.54 3.9 6.006 4.42 0.9 3.978 0.9 0.9 0.810 0.22 3.9 0.858 0 0.9 0.000 0.6 3.90 2.340 0.8 4 3.200 4.20
13 AP-81 22+680.00 MARCO 2.00mx1.50m 14.330 CAJA MURO 10.83 3.9 42.237 0 0 0.000 0 0 0.000 6.21 5.68 35.273 26.75 3.4 90.950 24.08 8.58 3.40 29.172 1.24 3.9 4.836 4.37 0.9 3.933 0.9 0.9 0.810 0.22 3.9 0.858 0 0.9 0.000 0.65 3.90 2.535 0.8 4.2 3.360 4.90
14 AP-87 24+216.08 MARCO 2.00mx1.50m 14.440 CAJA ALA 18.36 3.9 71.604 3.13 5.98 18.717 0 0 0.000 0.87 5.68 4.942 34.92 3.4 118.728 31.43 7.09 3.40 24.106 1.44 3.9 5.616 4.42 0.9 3.978 0.9 0.9 0.810 0.22 3.9 0.858 3.77 0.9 3.393 0.37 3.90 1.443 4.10
15 AP-99 27+732.97 MARCO 2.00mx1.50m 13.380 CAJA MURO 11 3.9 42.900 0 0 0.000 0 0 0.000 5.27 5.68 29.934 12.01 3.4 40.834 10.81 0.00 0.00 0 1.14 3.9 4.446 4.42 0.9 3.978 0.9 0.9 0.810 0.22 3.9 0.858 0 0.9 0.000 0 3.90 0.000 0.8 4.2 3.360 0.00
16 AP-103 30+082.37 MARCO 2.00mx1.50m 10.050 CAJA ALA 12.459 3.9 48.590 4.551 5.98 27.215 0 0 0.000 2.691 5.68 15.285 18.298 3.4 62.213 16.47 0.00 0.00 0 1.44 3.9 5.616 4.75 0.9 4.275 1.174 0.9 1.057 0.274 3.9 1.069 3.486 0.9 3.137 0.3711 3.90 1.447 5.00
17 AP-104 30+361.54 MARCO 2.00mx1.50m 9.820 CAJA ALA 12.06 3.9 47.034 6.363 5.98 38.051 0 0 0.000 7.955 5.68 45.184 19.407 3.4 65.984 17.47 0.00 0.00 0 1.44 3.9 5.616 4.68 0.9 4.212 1.127 0.9 1.014 0.223 3.9 0.870 3.875 0.9 3.488 0.371 3.90 1.447 5.30
18 AP-106 30+572.24 MARCO 2.00mx1.50m 9.350 CAJA ALA 6.277 3.9 24.480 2.902 5.98 17.354 0 0 0.000 1.075 5.68 6.106 13.825 3.4 47.005 12.44 0.00 0.00 0 1.061 3.9 4.138 4.172 0.9 3.755 0.786 0.9 0.707 0.223 3.9 0.870 2.329 0.9 2.096 0.352 3.90 1.373 5.00
19 AP-112 32+345.87 MARCO 2.00mx1.50m 11.360 CAJA ALA 4.945 3.9 19.286 2.744 5.98 16.409 0 0 0.000 9.118 5.68 51.790 11.122 3.4 37.815 10.01 0.00 0.00 0 0.864 3.9 3.370 4.172 0.9 3.755 0.9 0.9 0.810 0.224 3.9 0.874 3.355 0.9 3.020 0.372 3.90 1.451 7.00
20 AP-116A 34+610.62 MARCO 2.00mx1.50m 9.560 CAJA ALA 11.701 3.9 45.634 2.215 5.98 13.246 0 0 0.000 0.8 5.68 4.544 19.226 3.4 65.368 17.30 0.00 0.00 0 1.338 3.9 5.218 4.711 0.9 4.240 0.904 0.9 0.814 0.23 3.9 0.897 3.385 0.9 3.047 0.342 3.90 1.334 5.00
21 AP-117 34+716.78 MARCO 2.00mx1.50m 9.560 CAJA ALA 13.11 3.9 51.129 2.29 5.98 13.694 0 0 0.000 1.26 5.68 7.157 18.86 3.4 64.124 16.97 0.00 0.00 0 1.136 3.9 4.430 4.648 0.9 4.183 0.904 0.9 0.814 0.223 3.9 0.870 2.201 0.9 1.981 0.368 3.90 1.435 4.90
22 AE-58 34+911.58 MARCO 3.00mx2.00m 10.200 ALA ALA 2.7131 6.98 18.937 5.874 6.98 41.001 9.4541 6.68 63.153 8.2424 6.68 55.059 24.8115 4.4 109.171 22.33 0.00 4.40 0 0.4284 6.98 2.990 1.911 0.9 1.720 0 0.9 0.000 0 6.98 0.000 4.4205 0.9 3.978 0.4133 6.98 2.885 10.50
23 AP-129A 41+361.00 MARCO 3.00mx1.50m 10.230 ALA ALA 3.98 6.98 27.7804 2.01 6.98 14.0298 8.3 6.68 55.444 1.81 6.68 12.091 13.12 4.4 57.728 11.81 0 4.40 0 3.46 6.98 24.151 1.911 0.9 1.720 0 0.9 0.000 0 6.98 0.000 4.42 0.9 3.978 0.41 6.98 2.862 14
24 AP-132 43+265.80 MARCO 3.00mx2.00m 9.600 ALA ALA 3.81 6.98 26.5938 1.27 6.98 8.8646 2.15 6.68 14.362 0.88 6.68 5.878 16.03 4.4 70.532 14.43 0 0.00 0 3.77 6.98 26.315 0 0.9 0.000 0 0.9 0.000 0 6.98 0.000 3.77 0.9 3.393 0 6.98 0.000 7.2
982.991 388.801 132.959 704.160 1637.866 361.262 182.964 159.047 89.143 18.539 21.072 51.487 33.875 20.000
EXCAVACION 3866.778
RELLENO 917.389
EMBOQUILLADOS 855.190
file:///tt/file_convert/55cf9b0e550346d033a48e12/document.xls document.xls
EVALUACIÓN DE ALCANTARILLAS EXISTENTES
Nº NOMBRE PROGRESIVA GALIBO TIPO ESTADO ACTUAL LONGITUD (m) ESVIAJE DEMOLICIÓN NUEVA LONGITUD ALARGAMIENTO RECOMENDACIÓN
24 AE-23 14+116.50 0.60 TMC 60" INSUFICIENTE 15.00 45º X 9.97 - CAMBIAR POR MARCO DE 2.00 X 1.50
59 AE-58 34+911.58 0.40 TRONCOS 1.50 X 1.50 COLAPSADO 6.50 X 10.20 CAMBIAR POR MARCO 3.00 X 2.00
RESUMEN DE METRADOS MCA 2.00x1.50
ITEM DESCRIPCION UNID CANTIDAD
1.00 ENCOFRADOS
1.10 Encofrado Caravista cabezales/ ALAS m2 18.21 X UND
1.20 Encofrado Caravista cajatoma m2 34.25 X UND
1.30 Encofrado Cara no vista DEL CONDUCTO m2/ml 10.90 X ML
2.00 CONCRETOS EN CABEZAL ALA
2.10 f'c=100 kg/cm2 m3 0.56 X UND2.20 f'c=210 kg/cm2 m3 14.02 X UND
2.30 f'c=175 kg/cm2 + PM (Uña Aliviadero) m3 1.71
2.40 f'c=175 kg/cm2 + PM (Aliviadero) m3/ml 1.05
3.00 CONCRETOS EN CAJATOMA
3.10 f'c=210 kg/cm2 m3 5.57 X UND
3.20 f'c=175 kg/cm2 + PM (Uña Canal Bajada) m3 0.39
3.30 f'c=175 kg/cm2 + PM (Canal bajada) m3/ml 0.29
4.00 CONCRETOS EN CONDUCTO
4.10 f'c=100 kg/cm2 m3 0.19 X ML
4.20 f'c=210 kg/cm2 m3 2.04 X ML
5.00 ACERO
5.10 EN CABEZAL ALA KG 496.50 X UND
5.20 EN CAJATOMA KG 275.42 X UND
5.30 EN CONDUCTO KG 214.21 X ML
6.00 VARIOS
6.10 Material Granular e=0.20 m. m2/ml 6.38
7.10 Material Granular e=0.20 m. Canal bajada m2/ml 1.90
SOLADO
SOLADO
RESUMEN DE METRADOS MCA 3.00x2.00
ITEM DESCRIPCION UNID CANTIDAD
1.00 ENCOFRADOS
1.10 Encofrado Caravista ALA m2 23.16 X UND
1.20 Encofrado Cara no vista CONDUCTO m2/ML 12.76 X ML
2.00 CONCRETOS EN CABEZALES / ALA
2.10 f'c=100 kg/cm2 m3 0.63 X UND2.20 f'c=210 kg/cm2 m3 9.95 X UND2.30 f'c=175 kg/cm2 + PM (Uña C.Aliviadero) m3 1.71
2.30 f'c=175 kg/cm2 + PM (C. Aliviadero) m3 1.05
3.00 CONCRETOS EN CONDUCTO
3.10 f'c=100 kg/cm2 m3 0.26 X ML
3.20 f'c=210 kg/cm2 m3 3.12 X ML
4.00 ACERO
4.10 En Cabezal ALA kg 488.85 X UND
4.20 En CONDUCTO kg/ml 267.67 X ML
4.00 VARIOS
4.10 Material Granular e=0.20 m. m2 7.38