Sustento Metrado Alcantarilla Tipo TMC

ESTUDIO DEFINITIVO DE LA CARRETERA CARHUAMAYO-PAUCARTAMBO-EL MILAGRO-LLAUPI-OXAPAMPA. TRAMO: CARHUAMAYO (KM 00+000) - PAUCARTAMBO (KM 45+300)

PLANILLA RESUMEN DE METRADOS DE ALCANTARILLAS

04.00 OBRAS DE ARTE Y DRENAJE

04.01 EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS 10,202.0304.02 RELLENO PARA ESTRUCTURAS CON MATERIAL PROPIO 2,222.5904.03 ENCOFRADO Y DESENCOFRADO 3,143.4804.05 828.0404.10 EMBOQUILLADO DE PIEDRA 527.2404.11 MATERIAL GRANULAR COMPACTADO PARA EMBOQUILLADOS 408.0904.12 ALCANTARILLA TMC 36" 222.55 m04.13 ALCANTARILLA TMC 48" 590.65 m04.14 ALCANTARILLA TMC 60" 42.65 m04.15 ALCANTARILLA TMC 72" 51.50 m

OBRA DE ARTE TUBERIA MOV. DE TIERRAS

Nº DESCRIPCION LONG.(m)

01 ALC TMC 36" 21 222.55 2,137.20 654.53 - 204.52 879.01 68.04 50.26 1.79 02 ALC TMC 48" 54 590.65 6,896.41 1,221.15 - 524.88 1,950.26 404.85 316.02 - 03 ALC TMC 60" 3 42.65 494.50 133.90 - 40.93 139.39 26.57 21.11 - 04 ALC TMC 72" 3 51.50 673.92 213.02 - 55.92 174.82 27.78 20.70

TOTAL 81 907.35 10,202.03 2,222.59 - 826.25 3,143.48 527.24 408.09 1.79

m3

m3

m2

CONCRETO f'c=175kg/cm2-ALCANTARILLAS m3

m3

m3

DESMONT. ALC. (m)

CONCRETO f'c=175kg/cm2

ENCOFRADO (m2)

EMBOQ. e=0.15m (m3)

MAT. GRAN. COMPAC.

e=0.20m (m3)

Disipador en Alcantarilla(m3) f'c=175 kg/cm2

CANT. (und)

EXCAVACIÓN (m3)

RELLENO MATERIAL

PROPIO(m3)


PLANILLA DE METRADOS ALCANTARILLA TIPO TMC 36"Ancho Excava

DESCRIPCION REVEST. EMBOQ. ENCOFRADO EXCAVACION RELLENO

Item Progresiva Tipo TMC Long.(m) Entrada Salida Ent Sal L ent Emb E L sal Emb S Ent Sal Ent Vol1 Sal Vol2 Cuerpo Vol3 Emb E Vol4 Emb S Vol5 Ent 1 Ent 2 Ent 3 Vol1 Sal 1 Sal 2 Sal 3 Vol2 Cuerpo Ancho Long Vol3

CONC. f´c=175 kg/cm2MAT GRAN

COMPACT.(m3)Total(m3) Total(m3) Total (m2) Total (m3) Vol f Vol f Total(m3)

MINISTERIO DE TRANSPORTES Y COMUNICACIONES

1 00+300.000 36'' 10.25 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 12.67 38.01 3.93 13.01 13.26 25.38 0.00 0.00 1.55 5.92 82.32 1.93 5.19 1.05 0.49 13.64 1.30 0.14 0.00 0.49 2.09 11.64 1.91 8.08 16.98 32.71 2.062 01+196.500 36'' 10.00 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 14.03 42.09 5.72 18.93 11.05 21.15 0.00 0.00 8.29 31.67 113.85 2.02 5.04 1.03 0.49 13.70 1.11 1.66 0.00 0.49 3.25 9.48 1.91 7.85 12.99 29.95 2.063 02+023.000 36'' 9.70 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 9.32 27.96 4.31 14.27 10.67 20.43 0.00 0.00 2.18 8.33 70.98 1.83 5.16 1.09 0.49 13.43 1.11 2.21 0.00 0.49 3.80 9.17 1.91 7.51 12.62 29.86 2.064 02+258.970 36'' 10.00 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 9.32 27.96 4.92 16.29 12.13 23.22 0.00 0.00 2.08 7.95 75.41 1.78 5.18 1.04 0.49 13.15 1.40 1.78 0.00 0.49 3.92 10.58 1.91 7.85 15.10 32.17 2.065 03+036.950 36'' 10.00 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 12.20 36.60 5.71 18.90 12.18 23.32 0.00 0.00 12.68 48.44 127.26 2.02 5.19 1.04 0.49 13.88 1.14 1.52 0.00 0.49 3.17 10.61 1.91 7.85 15.16 32.20 2.066 05+200.000 36'' 9.50 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 15.19 45.57 4.63 15.33 11.03 21.12 0.00 0.00 2.15 8.21 90.22 2.02 5.19 1.05 0.49 13.91 1.20 2.27 0.00 0.49 4.03 9.66 1.91 7.34 13.67 31.61 2.067 05+975.000 36'' 10.00 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 11.53 34.59 5.24 17.34 12.77 24.45 0.00 0.00 10.59 40.45 116.84 1.75 5.19 1.06 0.49 13.13 1.28 1.77 0.00 0.49 3.68 11.24 1.91 7.85 16.36 33.17 2.068 08+860.000 36'' 9.65 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 11.73 35.19 5.62 18.60 11.77 22.53 0.00 0.00 19.42 74.18 150.51 1.81 5.19 1.05 0.49 13.28 1.23 1.84 0.00 0.49 3.66 10.27 1.91 7.51 14.73 31.67 2.069 09+344.000 36'' 17.15 Ala Ala 3.63 3.63 7.26 2.88 3.10 2.79 3.04 6.14 13.58 13.58 27.17 8.80 29.13 2.29 7.58 23.97 45.89 7.93 30.29 0.87 3.32 116.21 0.00 1.84 1.34 0.49 3.87 0.44 0.90 0.00 0.49 1.23 20.65 1.91 5.76 35.75 40.85 4.66

10 09+934.000 36'' 9.55 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 7.53 22.59 1.73 5.73 8.75 16.75 0.00 0.00 3.19 12.19 57.25 1.23 4.94 1.06 0.49 11.32 0.42 0.98 0.00 0.49 1.28 7.27 1.91 7.41 9.05 21.65 2.0611 10+494.000 36'' 9.65 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 7.21 21.63 5.87 19.43 11.69 22.38 0.00 0.00 17.53 66.96 130.40 1.10 5.11 1.05 0.49 11.07 1.24 1.37 0.00 0.49 3.21 10.20 1.91 7.47 14.62 28.90 2.0612 10+969.000 36'' 11.05 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 10.77 32.31 1.13 3.74 7.37 14.11 0.00 0.00 0.83 3.17 53.33 1.47 5.20 1.36 0.49 13.20 0.26 0.07 0.00 0.49 0.07 6.03 1.91 8.89 7.21 20.48 2.0613 11+773.000 36'' 10.00 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 15.44 46.32 5.38 17.81 12.42 23.78 0.00 0.00 7.96 30.41 118.31 2.02 5.19 1.04 0.49 13.88 1.30 1.86 0.00 0.49 3.81 10.85 1.91 7.85 15.62 33.31 2.0614 12+261.000 36'' 9.65 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 16.44 49.32 6.38 21.12 13.42 25.69 1.00 1.30 8.96 34.23 131.66 1.99 5.19 1.05 0.49 13.82 1.23 1.90 0.00 0.49 3.72 9.80 1.91 7.51 13.83 31.37 2.0615 13+124.000 36'' 9.70 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 12.59 37.77 4.81 15.92 11.79 22.57 0.00 0.00 9.10 34.76 111.02 2.02 5.19 1.05 0.49 13.91 1.25 2.30 0.00 0.49 4.16 10.29 1.91 7.53 14.75 32.82 2.0616 13+380.000 36'' 10.00 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 16.94 50.82 2.34 7.75 10.45 20.01 0.00 0.00 1.14 4.35 82.93 2.02 5.19 1.13 0.49 14.15 0.65 1.34 0.00 0.49 2.07 8.88 1.91 7.85 11.84 28.06 2.0617 13+588.000 36'' 9.55 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 13.22 39.66 4.47 14.80 10.85 20.77 0.00 0.00 4.12 15.74 90.97 2.02 5.19 1.04 0.49 13.88 1.15 2.24 0.00 0.49 3.91 9.38 1.91 7.37 13.12 30.90 2.0618 15+007.000 36'' 10.00 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 17.73 53.19 6.37 21.08 16.40 31.40 0.00 0.00 5.62 21.47 127.14 2.02 5.19 1.05 0.49 13.91 1.31 1.78 0.00 0.49 3.75 14.52 1.91 9.30 21.69 39.35 2.0619 16+602.000 36'' 9.55 Caja Ala 6.37 3.63 10.00 0.00 0.00 2.50 2.86 2.86 29.82 13.58 43.40 16.19 48.57 4.73 15.66 10.15 19.43 0.00 3.55 3.55 13.56 100.77 3.11 5.19 1.05 0.49 17.18 1.02 1.78 0.00 0.49 3.21 8.68 1.91 7.37 11.78 32.16 2.0620 17+070.000 36'' 9.65 Caja Muro 6.37 3.63 10.00 0.00 0.00 5.09 4.47 4.47 29.82 13.58 43.40 16.84 50.52 7.81 25.85 10.89 20.85 0.00 0.00 2.20 8.40 105.62 2.89 5.05 1.05 0.49 16.38 3.06 0.00 0.00 0.49 5.26 9.59 1.91 6.49 14.10 35.73 4.1821 18+510.300 36'' 17.95 Ala Ala 3.63 3.63 7.26 2.88 3.10 2.50 2.86 5.96 13.58 13.58 27.17 7.99 26.45 1.17 3.87 13.16 25.19 6.48 24.75 1.03 3.93 84.20 0.00 1.89 1.37 0.49 3.97 0.25 0.72 0.72 0.49 2.05 15.60 1.91 15.63 19.60 25.62 4.42

TOTALES 222.55 204.52 68.04 879.01 2,137.20 654.53 50.26

#DIV/0!





CONC. f´c=175 kg/cm2MAT.GRAN

COMPACT(m3)Total(m3) Total(m3) Total(m2) Total(m3) Vol f Vol f Total(m3)


1 00+904.300 48'' 11.20 Ala Ala 4.86 4.86 9.72 3.05 3.79 3.22 3.91 7.70 18.06 18.06 36.12 7.65 29.15 1.32 5.03 14.92 33.11 5.78 26.30 0.48 2.18 95.77 0.00 2.71 1.35 0.88 4.78 0.42 2.49 0.00 0.88 2.53 13.24 2.22 8.77 19.14 26.45 6.122 01+493.940 48'' 9.35 Ala Ala 4.86 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 8.18 31.17 4.64 17.68 11.67 25.90 8.59 39.08 4.07 18.52 132.35 0.00 2.77 1.37 0.88 4.88 1.40 2.50 0.00 0.88 4.68 10.20 2.22 6.95 14.52 24.08 5.423 01+787.300 48'' 10.55 Ala Ala 4.86 4.86 9.72 3.09 3.82 2.50 3.39 7.20 18.06 18.06 36.12 3.90 14.86 1.37 5.22 9.79 21.73 2.52 11.47 5.94 27.03 80.30 0.00 2.10 0.69 0.88 2.73 0.30 2.51 0.00 0.88 2.29 8.16 2.22 8.16 10.30 15.31 5.464 02+494.800 48'' 9.90 Ala Ala 4.86 4.86 9.72 3.06 3.79 2.70 3.53 7.32 18.06 18.06 36.12 8.04 30.63 3.45 13.14 10.92 24.23 9.17 41.72 0.86 3.91 113.65 0.00 2.72 1.35 0.88 4.79 1.28 2.47 0.00 0.88 4.38 9.43 2.22 7.46 12.22 21.39 5.625 02+754.300 48'' 9.85 Ala Ala 4.86 4.86 9.72 3.06 3.79 2.50 3.39 7.18 18.06 18.06 36.12 7.10 27.05 2.80 10.67 4.99 11.07 5.88 26.75 3.58 16.29 91.84 0.00 2.70 1.34 0.88 4.75 0.56 1.72 0.00 0.88 2.07 3.79 2.22 7.46 4.78 11.59 5.436 03+319.600 48'' 10.00 Ala Ala 4.86 4.86 9.72 3.06 3.79 2.50 3.39 7.18 18.06 18.06 36.12 9.27 35.32 5.75 21.91 12.87 28.56 12.53 57.01 6.73 30.62 173.42 0.00 2.72 1.33 0.88 4.74 1.46 3.00 0.00 0.88 5.31 11.35 2.22 7.61 16.30 26.35 5.437 03+683.150 48'' 11.30 Ala Ala 4.86 4.86 9.72 2.73 3.55 2.54 3.41 6.97 18.06 18.06 36.12 3.22 12.27 2.17 8.27 11.00 24.41 0.84 3.82 5.98 27.21 75.98 0.00 2.36 1.32 0.88 4.36 1.39 2.50 0.00 0.88 4.65 9.23 2.22 8.87 11.65 20.66 5.148 03+955.700 48'' 10.45 Ala Ala 4.86 4.86 9.72 2.98 3.74 2.50 3.39 7.12 18.06 18.06 36.12 8.76 33.38 3.87 14.74 11.33 25.14 11.14 50.69 1.52 6.92 130.87 0.00 2.72 1.35 0.88 4.79 0.82 2.17 0.00 0.88 3.08 9.72 2.22 8.06 12.26 20.13 5.359 04+370.000 48'' 14.60 Ala Ala 4.86 4.86 9.72 2.58 3.44 2.50 3.39 6.83 18.06 18.06 36.12 1.69 6.44 1.82 6.93 20.38 45.23 1.12 5.10 0.96 4.37 68.06 0.00 1.09 0.29 0.88 0.85 0.40 1.15 0.00 0.88 1.15 17.98 2.22 12.17 25.69 27.69 4.9610 04+601.700 48'' 13.05 Ala Ala 4.86 4.86 9.72 3.10 3.82 2.52 3.40 7.22 18.06 18.06 36.12 7.71 29.38 2.14 8.15 15.74 34.93 6.17 28.07 0.85 3.87 104.40 0.00 2.34 1.52 0.88 4.78 1.03 0.94 0.00 0.88 2.31 13.62 2.22 10.62 17.83 24.92 5.4911 04+790.000 48'' 10.85 Ala Ala 4.86 4.86 9.72 3.08 3.81 2.50 3.39 7.19 18.06 18.06 36.12 5.28 20.12 4.26 16.23 8.04 17.84 3.49 15.88 1.37 6.23 76.30 0.00 2.46 1.04 0.88 3.85 0.95 2.25 0.00 0.88 3.45 6.40 2.22 8.43 8.07 15.37 5.4512 04+957.500 48'' 9.55 Ala Ala 4.86 4.86 9.72 3.10 3.82 2.50 3.39 7.21 18.06 18.06 36.12 7.00 26.67 3.59 13.68 10.45 23.19 5.64 25.66 0.98 4.46 93.66 0.00 2.77 1.37 0.88 4.88 1.24 2.44 0.00 0.88 4.27 9.04 2.22 7.16 11.70 20.85 5.4713 05+039.200 48'' 9.65 Ala Ala 4.86 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 8.49 32.35 3.96 15.09 10.02 22.24 12.03 54.74 3.01 13.70 138.10 0.00 2.43 1.39 0.88 4.58 0.86 2.22 0.00 0.88 3.22 8.57 2.22 7.23 10.81 18.62 5.3714 05+406.000 48'' 12.90 Ala Ala 4.86 4.86 9.72 3.00 3.75 2.60 3.46 7.21 18.06 18.06 36.12 11.23 42.79 2.11 8.04 21.12 46.87 9.54 43.41 0.89 4.05 145.15 0.00 2.47 1.59 0.88 5.06 0.94 0.99 0.00 0.88 2.16 18.85 2.22 10.50 29.57 36.80 5.4715 05+611.000 48'' 9.40 Ala Ala 4.86 4.86 9.72 8.58 7.82 8.50 7.77 15.59 18.06 18.06 36.12 5.00 19.05 3.93 14.97 10.97 24.34 3.31 15.06 1.72 7.83 81.25 0.00 2.46 1.34 0.88 4.51 0.99 2.26 0.00 0.88 3.54 9.57 2.22 6.99 13.08 21.13 16.6716 05+747.800 48'' 12.60 Ala Ala 4.86 4.86 9.72 3.10 3.82 2.52 3.40 7.22 18.06 18.06 36.12 12.08 46.02 1.45 5.52 18.53 41.12 13.04 59.33 0.86 3.91 155.92 0.00 2.43 1.57 0.88 4.98 0.36 0.92 0.00 0.88 0.83 16.44 2.22 10.21 24.56 30.37 5.4917 06+203.800 48'' 9.55 Ala Ala 4.86 4.86 9.72 2.95 3.71 2.50 3.39 7.10 18.06 18.06 36.12 6.93 26.40 3.31 12.61 9.96 22.10 6.10 27.76 0.85 3.87 92.74 0.00 2.44 1.35 0.88 4.51 1.21 1.93 0.00 0.88 3.69 8.53 2.22 7.12 10.76 18.96 5.3218 06+428.700 48'' 10.00 Ala Ala 4.86 4.86 9.72 3.06 3.79 2.50 3.39 7.18 18.06 18.06 36.12 10.09 38.44 6.60 25.15 14.55 32.29 16.20 73.71 15.41 70.12 239.70 0.00 2.44 1.36 0.88 4.53 1.58 2.54 0.00 0.88 5.11 13.03 2.22 7.60 20.04 29.68 5.4319 06+634.000 48'' 9.60 Ala Ala 4.86 4.86 9.72 3.06 3.79 2.51 3.39 7.19 18.06 18.06 36.12 9.09 34.63 6.15 23.43 13.46 29.87 11.83 53.83 9.15 41.63 183.39 0.00 2.44 1.36 0.88 4.53 1.50 2.54 0.00 0.88 4.93 12.03 2.22 7.18 18.31 27.78 5.4420 07+148.600 48'' 25.60 Ala Ala 4.86 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 8.92 33.99 2.71 10.33 10.26 22.77 7.18 32.67 4.72 21.48 121.22 0.00 2.60 1.64 0.88 5.30 0.17 1.86 0.00 0.88 1.36 8.68 2.22 8.51 10.95 17.61 5.3721 07+466.500 48'' 10.90 Ala Ala 4.86 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 7.69 29.30 1.46 5.56 8.57 19.02 6.48 29.48 0.80 3.64 87.00 0.00 2.42 1.31 0.88 4.40 0.39 0.92 0.00 0.88 0.89 6.88 2.22 8.48 8.68 13.98 5.3722 07+790.600 48'' 9.60 Ala Ala 4.86 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 6.44 24.54 5.16 19.66 9.56 21.22 4.50 20.48 10.00 45.50 131.39 0.00 2.44 1.35 0.88 4.51 1.15 2.35 0.00 0.88 3.98 8.12 2.22 7.21 10.24 18.73 5.3723 08+054.500 48'' 16.45 Ala Ala 4.86 4.86 9.72 2.95 3.71 2.50 3.39 7.10 18.06 18.06 36.12 3.28 12.50 4.41 16.80 28.07 62.29 3.28 14.92 0.85 3.87 110.38 0.00 2.44 1.58 0.88 5.01 0.29 0.87 0.00 0.88 0.63 25.27 2.22 14.01 39.72 45.36 5.3224 08+226.000 48'' 10.80 Ala Ala 4.86 4.86 9.72 2.95 3.71 2.50 3.39 7.10 18.06 18.06 36.12 7.40 28.19 5.12 19.51 14.42 32.00 5.05 22.98 2.57 11.69 114.37 0.00 2.49 1.52 0.88 4.93 1.39 2.50 0.00 0.88 4.65 12.74 2.22 8.38 18.49 28.07 5.3225 08+397.480 48'' 9.70 Ala Ala 4.86 4.86 9.72 2.95 3.71 2.50 3.39 7.10 18.06 18.06 36.12 6.23 23.74 6.18 23.55 11.15 24.74 3.78 17.20 4.69 21.34 110.56 0.00 2.45 1.37 0.88 4.56 1.51 2.59 0.00 0.88 5.01 9.69 2.22 7.26 13.03 22.60 5.3226 08+504.500 48'' 10.50 Ala Ala 4.86 4.86 9.72 3.06 3.79 2.52 3.40 7.19 18.06 18.06 36.12 6.82 25.98 5.94 22.63 12.14 26.94 4.63 21.07 5.94 27.03 123.65 0.00 2.46 1.37 0.88 4.57 1.39 2.50 0.00 0.88 4.65 10.52 2.22 8.09 13.90 23.13 5.4527 08+680.000 48'' 9.85 Ala Ala 4.86 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 5.84 22.25 4.07 15.51 9.31 20.66 3.32 15.11 4.07 18.52 92.04 0.00 2.45 1.31 0.88 4.43 0.86 2.26 0.00 0.88 3.26 7.83 2.22 7.42 9.88 17.57 5.3728 09+021.400 48'' 10.00 Ala Ala 4.86 4.86 9.72 2.66 3.50 2.50 3.39 6.89 18.06 18.06 36.12 3.33 12.69 3.37 12.84 6.80 15.09 2.00 9.10 0.68 3.09 52.81 0.00 1.95 0.68 0.88 2.56 0.89 2.14 0.00 0.88 3.20 5.28 2.22 7.60 6.66 12.42 5.0429 09+237.700 48'' 9.70 Ala Ala 4.86 4.86 9.72 5.45 5.54 2.50 3.39 8.92 18.06 18.06 36.12 8.51 32.42 6.18 23.55 13.67 30.34 14.86 67.61 13.92 63.34 217.25 0.00 2.45 1.36 0.88 4.54 1.51 2.69 0.00 0.88 5.11 12.21 2.22 7.30 18.57 28.22 7.7630 09+450.000 48'' 10.00 Ala Ala 4.86 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 6.73 25.64 2.03 7.73 9.61 21.33 5.48 24.93 0.86 3.91 83.55 0.00 2.36 1.38 0.88 4.49 0.54 1.25 0.00 0.88 1.55 8.08 2.22 7.61 10.19 16.24 5.3731 10+250.000 48'' 9.45 Ala Ala 4.86 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 7.13 27.17 5.99 22.82 11.75 26.08 6.41 29.17 11.19 50.91 156.14 0.00 2.47 1.37 0.88 4.58 1.47 2.58 0.00 0.88 4.91 10.37 2.22 7.04 14.79 24.28 5.4232 10+738.000 48'' 10.00 Ala Ala 4.86 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 4.95 18.86 4.29 16.34 8.31 18.44 3.52 16.02 3.28 14.92 84.59 0.00 2.37 0.97 0.88 3.61 0.73 1.76 0.00 0.88 2.48 6.86 2.22 7.24 8.65 14.74 5.3733 11+470.000 48'' 10.70 Ala Ala 4.86 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 9.84 37.49 6.17 23.51 15.17 33.67 15.25 69.39 11.09 50.46 214.51 0.00 2.44 1.36 0.88 4.53 1.44 2.55 0.00 0.88 4.81 13.52 2.22 8.27 20.35 29.69 5.4234 11+546.800 48'' 13.60 Ala Ala 4.86 4.86 9.72 2.85 3.64 2.48 3.37 7.01 18.06 18.06 36.12 84.00 320.04 9.37 35.70 12.80 28.41 2.66 12.10 0.82 3.73 399.98 0.00 2.31 0.91 0.88 3.42 1.61 2.55 0.00 0.88 5.18 12.83 2.22 11.16 16.19 24.79 5.2035 12+000.000 48'' 9.60 Ala Ala 4.86 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 9.32 35.51 2.96 11.28 12.47 27.67 13.40 60.97 7.47 33.99 169.42 0.00 2.46 1.36 0.88 4.55 0.70 1.77 0.00 0.88 2.42 11.04 2.22 7.16 16.14 23.11 5.4236 12+440.000 48'' 12.10 Ala Ala 4.86 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 10.39 39.59 2.63 10.02 17.14 38.04 20.38 92.73 1.09 4.96 185.33 0.00 2.44 1.36 0.88 4.53 0.68 1.60 0.00 0.88 2.21 15.20 2.22 9.67 22.44 29.18 5.4237 12+530.000 48'' 9.55 Ala Ala 4.86 4.86 9.72 3.06 3.79 2.52 3.40 7.19 18.06 18.06 36.12 6.76 25.76 3.18 12.12 10.08 22.37 4.48 20.38 3.34 15.20 95.82 0.00 2.42 1.35 0.88 4.49 0.64 1.91 0.00 0.88 2.43 8.66 2.22 7.13 10.93 17.84 5.4538 12+869.600 48'' 10.00 Ala Ala 4.86 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 6.53 24.88 2.38 9.07 9.30 20.64 3.75 17.06 1.08 4.91 76.56 0.00 2.44 1.35 0.88 4.51 0.62 1.46 0.00 0.88 1.94 7.87 2.22 7.15 9.93 16.37 5.4239 13+797.100 48'' 10.35 Ala Ala 4.86 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 5.24 19.96 4.96 18.90 9.24 20.51 4.31 19.61 1.35 6.14 85.12 0.00 11.10 0.10 0.88 10.44 1.25 2.43 0.00 0.88 4.28 7.65 2.22 7.96 9.65 24.37 5.3740 13+860.000 48'' 9.55 Ala Ala 4.86 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 8.29 31.58 1.76 6.71 9.16 20.33 9.24 42.04 1.18 5.37 106.03 0.00 2.44 1.35 0.88 4.51 0.34 1.16 0.00 0.88 1.03 7.73 2.22 7.15 9.75 15.29 5.4241 14+136.000 48'' 10.65 Ala Ala 4.86 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 8.77 33.41 4.17 15.89 12.05 26.74 9.48 43.13 4.20 19.11 138.29 0.00 2.52 1.50 0.88 4.91 1.15 2.40 0.00 0.88 4.03 10.41 2.22 8.21 13.52 22.46 5.4242 14+342.400 48'' 11.00 Ala Ala 4.86 4.86 9.72 2.75 3.57 2.50 3.39 6.95 18.06 18.06 36.12 2.92 11.13 1.82 6.93 5.11 11.34 1.81 8.24 0.99 4.50 42.14 0.00 0.56 1.77 0.88 3.54 0.41 1.15 0.00 0.88 1.17 3.40 2.22 8.57 4.29 9.00 5.1243 14+679.380 48'' 12.15 Ala Ala 4.86 4.86 9.72 4.69 4.98 2.50 3.39 8.37 18.06 18.06 36.12 1.55 5.91 2.24 8.53 11.48 25.48 2.92 13.29 1.40 6.37 59.57 0.00 0.98 0.17 0.88 0.48 0.51 1.40 0.00 0.88 1.64 9.53 2.22 9.72 12.02 14.13 7.0244 15+350.000 48'' 9.70 Ala Ala 4.86 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 9.93 37.83 5.92 22.56 13.69 30.38 16.87 76.76 2.31 10.51 178.04 0.00 2.45 1.36 0.88 4.54 1.52 2.78 0.00 0.88 5.22 12.20 2.22 7.30 18.55 28.31 5.4245 15+523.600 48'' 9.75 Ala Ala 4.86 4.86 9.72 3.10 3.82 2.50 3.39 7.21 18.06 18.06 36.12 9.64 36.73 5.58 21.26 13.67 30.34 15.60 70.98 4.70 21.39 180.69 0.00 2.44 1.35 0.88 4.51 1.51 2.76 0.00 0.88 5.18 12.20 2.22 7.33 18.52 28.20 5.4746 15+682.500 48'' 9.55 Ala Ala 4.86 4.86 9.72 3.10 3.82 2.50 3.39 7.21 18.06 18.06 36.12 10.24 39.01 5.02 19.13 11.85 26.30 19.55 88.95 2.73 12.42 185.81 0.00 2.44 1.35 0.88 4.51 1.22 2.43 0.00 0.88 4.21 10.42 2.22 7.14 14.79 23.51 5.4747 15+840.000 48'' 11.35 Ala Ala 4.86 4.86 9.72 3.10 3.82 2.50 3.39 7.21 18.06 18.06 36.12 10.29 39.20 2.79 10.63 12.40 27.52 22.54 102.56 1.31 5.96 185.87 0.00 2.44 1.36 0.88 4.53 0.62 1.79 0.00 0.88 2.27 9.78 2.22 8.92 12.34 19.13 5.4748 16+029.000 48'' 9.70 Ala Ala 4.86 4.86 9.72 3.06 3.79 8.50 7.77 11.56 18.06 18.06 36.12 5.95 22.67 1.63 6.21 5.07 11.25 4.31 19.61 1.82 8.28 68.02 0.00 2.42 1.13 0.88 4.01 0.05 1.23 0.00 0.88 0.46 3.70 2.22 7.29 4.67 9.14 11.2849 16+120.000 48'' 12.65 Ala Ala 4.86 4.86 9.72 3.10 3.82 2.55 3.42 7.24 18.06 18.06 36.12 5.19 19.77 1.94 7.39 16.41 36.42 8.81 40.09 0.85 3.87 107.54 0.00 2.49 2.49 0.88 7.04 0.58 1.18 0.00 0.88 1.57 14.38 2.22 10.22 19.98 28.59 5.5150 16+379.500 48'' 9.60 Ala Ala 4.86 4.86 9.72 4.10 4.55 4.18 4.61 9.16 18.06 18.06 36.12 6.03 22.97 3.51 13.37 12.79 28.38 6.16 28.03 0.55 2.50 95.26 0.00 2.42 1.08 0.88 3.90 1.64 2.80 0.00 0.88 5.50 11.35 2.22 7.22 16.76 26.16 8.0851 16+826.400 48'' 9.80 Ala Ala 4.86 4.86 9.72 3.06 3.79 2.50 3.39 7.18 18.06 18.06 36.12 9.03 34.40 5.33 20.31 13.37 29.67 11.60 52.78 4.16 18.93 156.09 0.00 2.43 1.36 0.88 4.52 1.51 2.77 0.00 0.88 5.19 11.89 2.22 7.38 17.77 27.48 5.4352 17+393.000 48'' 9.55 Ala Ala 4.86 4.86 9.72 3.06 3.79 3.14 3.85 7.65 18.06 18.06 36.12 7.71 29.38 2.37 9.03 12.30 27.30 6.90 31.40 2.91 13.24 110.34 0.00 2.44 1.35 0.88 4.51 0.79 1.58 0.00 0.88 2.43 10.87 2.22 7.14 15.79 22.72 6.0553 17+665.500 48'' 13.05 Ala Ala 4.86 4.86 9.72 3.09 3.82 2.50 3.39 7.20 18.06 18.06 36.12 10.83 41.26 1.70 6.48 19.70 43.72 11.62 52.87 1.65 7.51 151.84 0.00 2.36 1.53 0.88 4.82 0.50 1.01 0.00 0.88 1.22 17.38 2.22 10.62 26.17 32.22 5.4654 17+867.900 48'' 9.80 Ala Ala 4.86 4.86 9.72 3.06 3.79 2.50 3.39 7.18 18.06 18.06 36.12 7.86 29.95 6.08 23.16 13.81 30.65 8.83 40.18 4.92 22.39 146.32 0.00 2.42 1.35 0.88 4.49 1.51 2.76 0.00 0.88 5.18 12.33 2.22 7.41 18.71 28.38 5.43

TOTALES 590.65 524.88 404.85 1,950.26 6,896.41 1,221.15 316.02




Item Progresiva Tipo TMC Long(m) Entrada Salida Ent Sal L ent Emb E L sal Emb S Ent Sal Ent Vol1 Sal Vol2 Cuerpo Vol3 Emb E Vol4 Emb S Vol5 Ent 1 Ent 2 Ent 3 Vol1 Sal 1 Sal 2 Sal 3 Vol2 Cuerpo Ancho Long Vol3

CONC. f´c=175 kg/cm2MAT GRAN



1 06+942.000 60'' 20.85 Ala Ala 6.82 6.82 13.64 3.00 4.31 2.50 3.89 8.20 23.23 23.23 46.46 12.83 56.26 1.52 6.67 56.52 142.66 8.52 44.90 0.86 4.53 255.01 0.00 3.24 1.82 1.37 6.33 0.31 1.02 0.00 1.37 0.41 52.16 2.52 18.36 98.16 104.90 6.162 07+063.800 60'' 10.00 Ala Ala 6.82 6.82 13.64 3.05 4.35 2.50 3.89 8.24 23.23 23.23 46.46 8.71 38.19 3.56 15.61 11.74 29.63 7.08 37.31 12.73 67.09 187.83 0.00 3.14 1.43 1.37 5.28 0.71 1.19 0.00 1.37 1.56 10.24 2.52 7.51 13.59 20.43 6.223 07+955.200 60'' 11.80 Ala Ala 6.82 6.82 13.64 5.30 6.24 2.50 3.89 10.13 23.23 23.23 46.46 1.60 7.02 2.10 9.21 7.25 18.30 2.35 12.38 0.90 4.74 51.65 0.00 1.09 0.20 1.37 0.21 0.49 1.37 0.00 1.37 1.20 5.39 2.52 9.31 7.15 8.57 8.74

TOTALES 42.65 40.93 26.57 139.39 494.50 133.90 21.11

#DIV/0!


PLANILLA DE METRADOS ALCANTARILLA TIPO TMC 72"


Item Progresiva Tipo TMC Long(m) Entrada Salida Ent Sal L ent Emb E L sal Emb S Ent Sal Ent Vol1 Sal Vol2 Cuerpo Vol3 Emb E Vol4 Emb S Vol5 Ent 1 Ent 2 Ent 3 Vol1 Sal 1 Sal 2 Sal 3 Vol2 Cuerpo Ancho Long Vol3




1 09+618.000 72'' 20.00 Ala Ala 9.32 9.32 18.64 2.77 4.69 2.50 4.43 9.12 29.14 29.14 58.27 3.61 18.19 1.68 8.47 17.45 49.36 2.28 13.66 1.41 8.45 98.13 0.00 2.35 0.60 1.97 2.13 0.20 1.19 0.00 1.97 -0.20 13.97 2.83 17.40 19.45 21.38 6.712 11+200.000 72'' 9.45 Ala Ala 9.32 9.32 18.64 2.61 4.54 2.50 4.43 8.97 29.14 29.14 58.27 5.31 26.76 9.08 45.76 13.91 39.35 2.33 13.96 27.21 162.99 288.82 0.00 3.37 1.08 1.97 4.54 1.86 4.20 0.00 1.97 7.64 12.54 2.83 6.84 17.51 29.69 6.513 12+734.300 72'' 22.05 Ala Ala 9.32 9.32 18.64 3.05 4.96 2.82 4.74 9.70 29.14 29.14 58.27 7.55 38.05 1.63 8.22 73.87 208.96 4.54 27.19 0.76 4.55 286.98 0.00 3.91 4.41 1.97 14.77 0.40 1.11 0.00 1.97 0.30 69.98 2.83 19.45 146.87 161.95 7.48

TOTALES 51.50 55.92 27.78 174.82 673.92 213.02 20.70

#DIV/0!

Estudio Definitivo de la Carretera Carhuamayo-Paucartambo-EL Milagro-Llaupi-Oxapampa TRAMO: CARHUAMAYO(km 0+000) - PAUCARTAMBO(km 45+300.00)

SUSTENTO DE METRADOS ALCANTARILLA TIPO TMC 36"

1.- CABEZAL1.1 Cimiento

1.1.1 Concreto Area Espesor TotalVol = Area x e = 5.69 0.40 2.28 (+)

2 2Vol = Area x e = 0.95 0.25 0.24 (-)

2 2Vol = Area x e = 0.22 0.40 0.09 (-)

2 2

Concreto cimiento 1.95

1.1.2 EncofradoLa cimentacion se encofrara con los lados del terreno(e=0.40m)

Long Alto Total9.86 0.40 3.944 (+)

Encofrado cimiento 3.941.2 Alas

1.2.1 Concreto(Dos alas) Area Espesor TotalSolido 1 1.50 0.34 0.51 (+)

2 2Solido 2 (.17x.35+.13x.35)xe 0.053

2 2 1.40 0.1 (+)(.15x.47+.23x.45)xe 0.087

2 2 0.61Cantidad de alas 2

Concreto alas 1.22

1.2.2 Encofrado Cara Cantidad TotalSolido 1 1.50 4 6.00 (+)Solido 1 Tapa 0.17 2 0.33 (+)Solido 2 (L1+L2) x h / 2 0.48 2 0.95 (+)

(B+b) x h x e = (1,96+4,69) x 1.71xe =

(B+b) x h x e = (1.13+2.26) x 0.56xe =

B x h x e = (0.35 x 0.64 ) x 2 x e

m3

m2

(B+b) x h x e = (0.60+1.40)x1.50xe

(L1xL2 +L3xL4

(L1xL2 +L3xL4

m3

m3



Encofrado cabezal 7.28 m2



1.3 Cabezal

1.3.1 ConcretoArea Espesor Total

Vol = Area x e = 1.30x1.40x(0.35+0.45)/ 1.82 0.40 0.73 (+) 2

Vol = Area x e =pi x (r)^2 x e= pi x (0.45)^2 x e 0.64 0.42 0.27 (-)

Concreto cabezal 0.461.3.2 Encofrado

Cabezal Cantidad TotalArea cabezal x cantidad de caras(2) 1.82 2 3.64 (+)Area de tuberia x cantidad de caras(2) 0.64 2 1.28 (-)

Encofrado cabezal 2.36

1.4 Canal de Descarga Longitud = 1.00m

1.4.1 Concreto Area Longitud Cantidad TotalCanal 0.62 1.00 1.00m 0.62 (+)

Concreto Canal 0.62

Diente tipico 0.08 4.11 1 0.31 Und

Uña 0.24 4.11 1 1.00 Und

1.4.2 Material Compactado Longitud Espesor Cantidad TotalMaterial 4.11 0.2 1 0.822

Concreto Canal 0.82

Bxh x (e1+e2)=

m3

m2

m3/m

m3/m

L=0.6964m



2.- CAJA RECEPTORA2.1 Caja Receptora

2.1.1 Concreto Metrado Cantidad TotalBase Exterior 0.6 x 2.60 x 2.00 3.120 1 3.12 (+)Base Interior 0.3 x 1.60 x 1.40 0.672 1 0.67 (-)Entrada Elevacion (.5+.3)/2x1.8x2 1.440 1 1.44 (+)Entrada Caida (.9+.6)/2x.3x.3 0.067 1 0.07 (-)Lateral Lado 1 1.60x.35x.30 0.168 2 0.34 (+)Lateral Lado 2 (1.60+1.20)/2x.35x.30 0.147 2 0.29 (+)Lateral Lado 3 (1.20+1.60)/2x0,9x.30 0.378 2 0.76 (+)Salida Elevacion (.5+.3)/2x1.8x2 1.440 1 1.44 (+)Salida Alcantarilla PI x 0.45 ^ 2 x 0.44 0.280 1 0.28 (-)

Concreto Caja 6.37

2.1.2 Encofrado Metrado Cantidad TotalBase Exterior (2.6+2)x2x0.60 5.520 1 5.52 (+)Base Interior (1.6+1.4)x2x0.30 1.800 1 1.8 (+)Base Fondo 1.60x1.40 2.240 1 2.24 (+)Entrada Lado 1.80x1.40 2.520 1 2.52 (+)Entrada Lado 1.81x2.00 3.620 1 3.62 (+)Entrada Esquina 0.20x0.3 0.060 4 0.24 (+)Entrada Caida (0.9+0.6)/2 x 0.30 0.225 1 0.23 (-)Lateral Lado 1.60x1.60 2.560 4 10.24 (+)Lateral Lado 1.25x0.40/2 0.250 4 1 (-)Salida Lado 1.80x1.40 2.520 1 2.52 (+)Salida Lado 1.81x2.00 3.620 1 3.62 (+)Salida Alcantarilla PI x 0.45 ^ 2 0.636 2 1.27 (-)

Encofrado Caja 29.82

2.2 Canal de Bajada

Longitud = 1.00m

2.2.1 Concreto Area Longitud Cantidad TotalCanal 0.232 1.00 1 0.23 (+)

Concreto Canal 0.23Diente tipico 0.075 1.5485 1 0.12 UndUña 0.244 1.5485 1 0.38 Und


Concreto Canal 0.31

m3

m2

m3/m

m3/m

L=0.6964m




1.1.1 Concreto Area Espesor TotalVol = Area x e = 7.51 0.40 3 (+)

2 2Vol = Area x e = 1.70 0.25 0.43 (-)

2 2Vol = Area x e = 0.22 0.40 0.09 (-)

2 2



Long Alto Total11.52 0.40 4.608 (+)



2 2Solido 2 (.13x.35+.16x.35)xe 0.051

2 2 1.70 0.13 (+)(.2x.5+.22x.47)xe 0.102


Concreto alas 1.72



(B+b) x h x e = (2,18+5,44) x 1.97xe =

(B+b) x h x e = (1.43+2.98) x 0.77xe =

B x h x e = (0.35 x 0.65 ) x 2 x e

m3

m2

(B+b) x h x e = (0.70+1.70)x1.80xe

(L1xL2 +L3xL4

(L1xL2 +L3xL4

m3

m3

m2



1.3 Cabezal


Vol = Area x e = 1.60x1.70x(0.35+0.5)/2 2.72 0.43 1.17 (+) 2







Concreto Canal 0.73


Uña 0.24 4.88 1 1.19 Und


Concreto Canal 0.98

Bxh x (e1+e2)=

m3

m2

m3/m

m3/m

L=0.6964m




2.1.1 Concreto Metrado Cantidad TotalBase Exterior 0.6 x 2.60 x 2.30 3.588 1 3.59 (+)Base Interior 0.3 x 1.60 x 1.70 0.816 1 0.82 (-)Entrada Elevacion (.5+.3)/2x2.10x2.3 1.932 1 1.93 (+)Entrada Caida (1.2+.6)/2x.3x.3 0.081 1 0.08 (-)Lateral Lado 1 1.90x.35x.3 0.199 2 0.40 (+)Lateral Lado 2 (1.90+1.50)/2x.35x.3 0.179 2 0.36 (+)Lateral Lado 3 (1.90+1.50)/2x0,90x.3 0.459 2 0.92 (+)Salida Elevacion (.5+.3)/2x2.1x2.3 1.932 1 1.93 (+)Salida Alcantarilla PI x 0.60 ^ 2 x 0.43 0.486 1 0.49 (-)

Concreto Caja 7.742.1.2 Encofrado Metrado Cantidad Total

Base Exterior (2.6+2.3)x2x0.60 5.880 1 5.88 (+)Base Interior (1.6+1.7)x2x0.30 1.980 1 1.98 (+)Base Fondo 1.60x1.70 2.720 1 2.72 (+)Entrada Lado 2.10x1.70 3.570 1 3.57 (+)Entrada Lado 2.11x2.30 4.853 1 4.85 (+)Entrada Esquina 0.20x0.3 0.060 4 0.24 (+)Entrada Caida (1.2+0.6)/2 x 0.30 0.270 1 0.27 (-)Lateral Lado 1.60x1.90 3.040 4 12.16 (+)Lateral Lado 1.25x0.40/2 0.250 4 1 (-)Salida Lado 2.10x1.70 3.570 1 3.57 (+)Salida Lado 2.11x2.30 4.853 1 4.85 (+)Salida Alcantarilla PI x 0.60 ^ 2 1.131 2 2.26 (-)


2.2 Canal de Bajada

Longitud = 1.00m


Concreto Canal 0.28

Diente tipico 0.075 1.85 1 0.14 UndUña 0.244 1.85 1 0.45 Und


Concreto Canal 0.37

m3

m2

m3/m

m3/m

L=0.6964m





2 2Vol = Area x e = 2.66 0.225 0.60 (-)

2 2Vol = Area x e = 0.28 0.40 0.11 (-)

2 2



Long Alto Total13.33 0.40 5.33 (+)



2 2Solido 2 (.4x.15+.18x.4)xe 0.07

2 2 2.00 0.16 (+)(.53x.23+.22x.55)xe 0.10


Concreto alas 2.64


(B+b) x h x e = (2.53+6.31) x 2.23xe =

(B+b) x h x e = (1.73+3.70) x 0.98xe =

B x h x e = (0.39 x 0.72 ) x 2 x e

m3

m2

(B+b) x h x e = (0.80+2.00)x2.10xe

(L1xL2 +L3xL4

(L1xL2 +L3xL4

m3

m3



1.3 Cabezal


Vol = Area x e = 1.90x2.0x(0.40+0.55)/2 3.8 0.48 1.82 (+) 2







Concreto Canal 0.84


Uña 0.24 5.60 1 1.37 Und


Concreto Canal 1.12

Bxh x (e1+e2)=

m3

m2

m3/m

m3/m

L=0.6964m




2.1.1 Concreto Metrado Cantidad TotalBase Exterior 0.6 x 2.80 x 2.60 4.368 1 4.37 (+)Base Interior 0.3 x 1.80 x 2.0 1.080 1 1.08 (-)Entrada Elevacion (.5+.3)/2x2.4x2.6 2.496 1 2.5 (+)Entrada Caida (1.5+.6)/2x.3x.3 0.095 1 0.09 (-)Lateral Lado 1 2.20x.55x.3 0.363 2 0.73 (+)Lateral Lado 2 (2.2+1.8)/2x.35x.3 0.210 2 0.42 (+)Lateral Lado 3 (1.8+2.2)/2x0,90x.3 0.540 2 1.08 (+)Salida Elevacion (.5+.3)/2x2.4x2.6 2.496 1 2.5 (+)Salida Alcantarilla PI x 0.75 ^ 2 x 0.43 0.760 1 0.76 (-)

Concreto Caja 9.672.1.2 Encofrado Metrado Cantidad Total

Base Exterior (2.8+2.6)x2x0.60 6.480 1 6.48 (+)Base Interior (1.8+2)x2x0.30 2.280 1 2.28 (+)Base Fondo 1.80x2.00 3.600 1 3.6 (+)Entrada Lado 2.40x2.00 4.800 1 4.8 (+)Entrada Lado 2.41x2.60 6.266 1 6.27 (+)Entrada Esquina 0.20x0.3 0.060 4 0.24 (+)Entrada Caida (1.5+0.6)/2 x 0.30 0.315 1 0.32 (-)Lateral Lado 1.80x2.2 3.960 4 15.84 (+)Lateral Lado 1,25x0.40/2 0.250 4 1 (-)Salida Lado 2.40x2.00 4.800 1 4.8 (+)Salida Lado 2.41x2.60 6.266 1 6.27 (+)Salida Alcantarilla PI x 0.75 ^ 2 1.767 2 3.53 (-)


2.2 Canal de Bajada

Longitud = 1.00m




Concreto Canal 0.43

m3

m2

m3/m

m3/m

L=0.6964m





2 2Vol = Area x e = 3.88 0.225 0.87 (-)

2 2Vol = Area x e = 0.34 0.40 0.14 (-)

2 2



Long Alto Total15.14 0.40 6.056 (+)



2 2Solido 2 (.45x.17+.45x.21)xe 0.086

2 2 2.30 0.27 (+)(.59x.24+.60x.26)xe 0.1488

2 2 2Cantidad de alas 2

Concreto alas 41.2.2 Encofrado Cara Cantidad Total

Solido 1 3.84 4 15.36 (+)Solido 1 Tapa 0.34 2 0.68 (+)Solido 2 (L1+L2) x h / 2 1.00 2 2 (+)

(B+b) x h x e = (2.87+7.17) x 2.50xe =

(B+b) x h x e = (2.03+4.43) x 1.20xe =

B x h x e = (0.42x0.79 ) x 2 x e

m3

m2

(B+b) x h x e = (0.90+2.30)x2.40xe

(L1xL2 +L3xL4

(L1xL2 +L3xL4

m3

m3



1.3 Cabezal


Vol = Area x e = 2.30x2.20x(0.45+0.60 5.06 0.53 2.68 (+) 2


Concreto cabezal 1.31

1.3.2 EncofradoCabezal Cantidad Total

Area cabezal x cantidad de caras(2) 5.06 2 10.12 (+)Area de tuberia x cantidad de caras(2 2.54 2 5.08 (-)




Concreto Canal 0.96


Uña 0.24 6.37 1 1.55 Und


Bxh x (e1+e2)=

m3

m2

m3/m

L=0.6964m



Concreto Canal 1.27 m3/m




2.1.1 Concreto Metrado Cant TotalBase Exterior 0.6 x 3.10 x 2.90 5.394 1 5.39 (+)Base Interior 0.3 x 2.30x2.10 1.449 1 1.45 (-)Entrada Elevacion (.5+.3)/2x2.7x2.9 3.132 1 3.13 (+)Entrada Caida (1.8+.6)/2x.3x.3 0.108 1 0.11 (-)Lateral Lado 1 2.50x0.85x.3 0.638 2 1.28 (+)Lateral Lado 2 (2.50+2.10)/2x.35x.3 0.241 2 0.48 (+)Lateral Lado 3 (2.10+2.50)/2x0.9x.3 0.621 2 1.24 (+)Salida Elevacion (.5+.3)/2x2.7x2.9 3.132 1 3.13 (+)Salida Alcantarilla PI x 0.90 ^ 2 x 0.43 1.094 1 1.09 (-)

Concreto Caja 122.1.2 Encofrado Metrado Cant Total

Base Exterior (3.1+2.9)x2x0.60 7.200 1 7.20 (+)Base Interior (2.1+2.3)x2x0.30 2.640 1 2.64 (+)Base Fondo 2.1x2.3 4.830 1 4.83 (+)Entrada Lado 2.70x2.30 5.520 1 5.52 (+)Entrada Lado 2.71x2.90 6.989 1 6.99 (+)Entrada Esquina 0.2x0.3 0.060 4 0.24 (+)Entrada Caida (1.8+0.6)/2 x 0.30 0.360 1 0.36 (-)Lateral Lado 2.5x2.10 5.250 4 21 (+)Lateral Lado 1,25x0.40/2 0.250 4 1 (-)Salida Lado 2.70x2.30 6.210 1 6.21 (+)Salida Lado 2.71x2.90 7.859 1 7.86 (+)Salida Alcantarilla PI x 0.90 ^ 2 2.545 2 5.09 (-)


2.2 Canal de Bajada

Longitud = 1.00m




Concreto Canal 0.49

m3

m2

m3/m

m3/m

L=0.6964m

1 3 4 5 6 7 8 9 10COMBINACIOCONCR ENCOF RELL EMBOQUILLADO CORTE

Ancho m3/m m3 Relleno Ancho Emb36Caja 6.37 29.82 3.00 0.23 0.50 0.31 3.00 1.3048Caja 7.74 36.29 3.30 0.28 0.59 0.37 3.30 1.6060Caja 9.67 45.73 3.60 0.32 0.68 0.43 3.60 1.9072Caja 12.00 56.04 3.90 0.37 0.78 0.49 3.90 2.2036Ala 3.63 13.58 1.88 0.62 1.31 0.82 3.31 3.8248Ala 4.86 18.06 2.18 0.73 1.56 0.98 3.81 4.5560Ala 6.82 23.23 2.45 0.84 1.79 1.12 4.39 5.2772Ala 9.32 29.14 2.91 0.96 2.03 1.27 5.04 5.99

Sustento Metrado Alcantarilla Tipo TMC

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