MOVIMIENTO DE TIERRAS TUBERIA PROYECTADA

TUBERIA TRAMO COTA RASANTE LONGITUD PENDIENTE COTAS RADIER D exterior Ancho Excavación Cama Relleno Relleno Relleno Transporte EscarpeC.I. INICIAL C.I. FINAL INICIAL FINAL TRAMO TRAMO INICIAL FINAL Zanja 0 - 2 m 2 - 4 m > 4 Arena Total Mat Comun Inic + Lat Excedentes

( m ) ( m ) ( m ) (m) (m) (mm) (m) (m3) (m3) (m3) (m3) (m3) (m3) (m3) (m3) (m3)

CAÑERIA T3 C.I. T3 -1 C.I. T3 - 2 823.18 822.76 10.00 0.050 821.33 820.83 200 0.8 15.9 0.0 0.0 0.80 14.81 12.01 2.80 3.5 8.0822.76 822.22 10.00 0.050 820.83 820.33 200 0.8 16.0 0.1 0.0 0.80 14.97 12.17 2.80 3.6 8.1822.22 821.66 10.00 0.050 820.33 819.83 200 0.8 15.7 0.0 0.0 0.80 14.57 11.77 2.80 3.5 7.8821.66 821.16 10.00 0.050 819.83 819.33 200 0.8 15.4 0.0 0.0 0.80 14.33 11.53 2.80 3.4 7.7821.16 820.95 4.80 0.050 819.33 819.09 200 0.8 7.5 0.0 0.0 0.38 6.93 5.59 1.34 1.7 3.7

C.I. T3 -2 C.I. T3 - 3 820.95 820.76 5.20 0.034 819.02 818.84 200 0.8 8.3 0.1 0.0 0.42 7.84 6.38 1.46 1.9 4.3820.76 820.43 10.00 0.034 818.84 818.50 200 0.8 16.0 0.2 0.0 0.80 15.06 12.26 2.80 3.6 8.2820.43 820.11 10.00 0.034 818.50 818.16 200 0.8 16.0 0.3 0.0 0.80 15.18 12.38 2.80 3.6 8.3820.11 820.03 4.40 0.034 818.16 818.01 200 0.8 7.0 0.3 0.0 0.35 6.84 5.61 1.23 1.6 3.8

C.I. T3 -3 C.I. T3 - 4 820.03 819.90 5.60 0.018 817.96 817.86 200 0.8 9.0 0.7 0.0 0.45 9.05 7.48 1.57 2.1 5.2819.90 819.70 10.00 0.018 817.86 817.68 200 0.8 16.0 1.1 0.0 0.80 15.95 13.15 2.80 3.8 9.1819.70 819.47 10.00 0.018 817.68 817.50 200 0.8 16.0 0.8 0.0 0.80 15.66 12.86 2.80 3.7 8.8819.47 819.25 10.00 0.018 817.50 817.32 200 0.8 16.0 0.4 0.0 0.80 15.29 12.49 2.80 3.6 8.4819.25 819.06 9.10 0.018 817.32 817.15 200 0.8 14.6 0.1 0.0 0.73 13.70 11.15 2.55 3.3 7.4

C.I. T3 - 4 C.I. T3 - 5 819.06 819.04 0.90 0.018 817.10 817.08 200 0.8 1.4 0.0 0.0 0.07 1.38 1.13 0.25 0.3 0.8819.04 818.81 10.00 0.018 817.08 816.90 200 0.8 16.0 0.3 0.0 0.80 15.14 12.34 2.80 3.6 8.3818.81 818.60 10.00 0.018 816.90 816.72 200 0.8 15.9 0.0 0.0 0.80 14.82 12.02 2.80 3.5 8.0818.60 818.43 10.00 0.018 816.72 816.54 200 0.8 15.8 0.0 0.0 0.80 14.74 11.94 2.80 3.5 7.9818.43 818.33 5.60 0.018 816.54 816.44 200 0.8 8.9 0.0 0.0 0.45 8.28 6.71 1.57 2.0 4.4

C.I. T3 - 5 C.I. T3 - 6 818.33 818.25 4.40 0.018 816.39 816.31 200 0.8 7.0 0.1 0.0 0.35 6.69 5.46 1.23 1.6 3.7818.25 818.06 10.00 0.018 816.31 816.13 200 0.8 16.0 0.3 0.0 0.80 15.16 12.36 2.80 3.6 8.3818.06 817.87 10.00 0.018 816.13 815.95 200 0.8 16.0 9.2 0.0 8.80 16.13 13.33 2.80 5.4 17.2817.87 817.70 10.00 0.018 815.95 815.77 200 0.8 16.0 20.0 0.1 16.80 19.03 16.23 2.80 7.6 28.0817.70 817.53 10.00 0.018 815.77 815.59 200 0.8 16.0 20.0 7.3 24.80 18.16 15.36 2.80 9.0 28.0817.53 817.49 2.60 0.018 815.59 815.54 200 0.8 4.2 5.2 4.3 8.53 5.02 4.29 0.73 2.8 7.3

C.I. T3 - 6 C.I. T3 - 7 817.49 817.34 7.40 0.018 815.47 815.34 200 0.8 11.8 0.7 0.0 0.59 11.69 9.61 2.07 2.8 6.6817.34 817.15 10.00 0.018 815.34 815.16 200 0.8 16.0 0.8 0.0 0.80 15.68 12.88 2.80 3.7 8.8817.15 816.96 10.00 0.018 815.16 814.98 200 0.8 16.0 9.9 0.0 8.80 16.78 13.98 2.80 5.5 17.9816.96 816.80 10.00 0.018 814.98 814.80 200 0.8 16.0 9.9 0.0 8.80 16.83 14.03 2.80 5.5 17.9816.80 816.66 10.00 0.018 814.80 814.62 200 0.8 16.0 10.2 0.0 8.80 17.13 14.33 2.80 5.6 18.2816.66 816.53 10.00 0.018 814.62 814.44 200 0.8 16.0 10.7 0.0 8.80 17.60 14.80 2.80 5.7 18.7816.53 816.42 10.00 0.018 814.44 814.26 200 0.8 16.0 11.3 0.0 8.80 18.22 15.42 2.80 5.8 19.3816.42 816.36 5.60 0.018 814.26 814.15 200 0.8 9.0 6.7 0.0 4.93 10.55 8.98 1.57 3.3 11.2

C.I. T3 - 7 C.I.Nº10(Exist) 816.36 816.12 4.40 0.042 813.95 813.77 200 0.8 7.0 1.8 0.0 0.35 8.35 7.12 1.23 1.9 5.3816.12 816.13 6.60 0.042 813.77 813.49 200 0.8 10.6 3.4 0.0 0.53 13.22 11.37 1.85 3.0 8.7

Totales 457 125 12 124 461 380 80 129 353

EXTENSIÓN RED DE ALCANTARILLADO DE AGUAS SERVIDAS PARA

COMUNA DE QUILICURAPRESUPUESTO ESTIMATIVO

Ítem Descripción Unidad Cant. P.U. P. TotalU.F. U.F.

MOVIMIENTO DE TIERRAS.Excavaciones en zanjas en terreno semiduro

1.1. De 0 a 2 m de profundidad 2513 0.159 400.693

1.2. De 2 a 4 m de profundidad 523 0.175 91.701

1.3. Mayor a 4 m de profundidad 5 0.175 0.877

1.4. Escarpe 1768 0.042 74.578

1.5. Cama de apoyo arena 153 1.250 191.206

1.6. Relleno con material seleccionado 2408 0.446 1074.487

1.7. Relleno con material común 448 0.270 120.944

1.8. Retiro de excedentes. 656 0.221 145.044

2. TUBERIAS PARA RED DE ALCANTARILLADO.

2.1. D = 200 mm m 689 0.613 422.157

2.2. D = 250 mm m 384 0.613 235.281

2.3. D = 315 mm m 178 0.613 109.062

3. OBRAS DE HORMIGON.3.1. Cámaras tipo "a" de hormigón armado

Dc = 1,3; Hm = 2,78 N° 22 29.735 654.178

3.2. Cámaras tipo "b" de hormigón armadoDc = 1,3; Hm = 1,71 N° 5 29.817 149.083

3.3. Empalme a colector existente N° 3 8.929 26.787

3.4. Tapas circulares tipo calzada N° 27 6.685 180.501

3.5. Escalines de fierro galvanizado N° 154 0.218 33.595

3.6. N° 27 1.010 27.270

4. UNIONES DOMICILIARIAS4.1. D = 160 mm (43 U.D. Largo promedio 10 m c/u) ml 430 0.422 181.543

4.2. Empalme de U.D. N° 43 5.580 239.940

4.3. Cámara de inspección domiciliaria N° 43 4.640 199.520

Total U.F. 4558.446Nota: Estos valores no consideran gastos generales, impuestos e imprevistos

F:\PROYECTO\INDUSTRI\ACONCAGU\ALCANTARILLADO\Presup-al.xls

PARQUE EMPRESARIAL ACONCAGUA 3era ETAPA

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