Sustento Metrado Alcantarilla Tipo TMC

PLANILLA RESUMEN DE METRADOS DE ALCANTARILLAS ALCANTARILLAS

04.00 04.01 04.02 04.03 04.05 04.10 04.11 04.12 04.13 04.14 04.15

OBRAS DE ARTE Y DRENAJE EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS RELLENO PARA ESTRUCTURAS CON MATERIAL PROPIO ENCOFRADO Y DESENCOFRADO CONCRETO f'c=175kg/cm2-ALCANTARILLAS EMBOQUILLADO DE PIEDRA MATERIAL GRANULAR COMPACTADO PARA EMBOQUILLADOS ALCANTARILLA TMC 36" ALCANTARILLA TMC 48" ALCANTARILLA TMC 60" ALCANTARILLA TMC 72"

OBRA DE ARTE Nº 01 02 03 04

DESCRIPCION ALC ALC ALC ALC

TMC TMC TMC TMC

36" 48" 60" 72"

TOTAL

TUBERIA CANT. (und)

LONG.(m)

21 54 3 3

222.55 590.65 42.65 51.50

81

907.35

10,202.03 2,222.59 3,143.48 828.04 527.24 408.09 222.55 590.65 42.65 51.50

MOV. DE TIERRAS EXCAVACIÓN (m3)

DESMONT. CONCRETO RELLENO ALC. (m) f'c=175kg/cm2 MATERIAL PROPIO(m 3)

ENCOFRADO 2

(m )

m3 m3 m2 m3 m3 m3 m m m m

Disipador en Alcantarilla(m 3) e=0.15m (m ) e=0.20m (m3) f'c=175 kg/cm2 EMBOQ.

3

MAT. GRAN. COMPAC.

2,137.20 6,896.41 494.50 673.92

654.53 1,221.15 133.90 213.02

-

204.52 524.88 40.93 55.92

879.01 1,950.26 139.39 174.82

68.04 404.85 26.57 27.78

50.26 316.02 21.11 20.70

1.79 -

10,202.03

2,222.59

-

826.25

3,143.48

527.24

408.09

1.79

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

PLANILLA DE METRADOS ALCANTARILLA TIPO TMC 36" MINISTERIO DE TR ANSPORTES Y COMUNICACIONES

DESCRIPCION Item 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

TOTALES

222.55

2 REVEST. EMBOQ. ENCOFRADO EXCAVACION Sal Total(m ) L ent Emb E L sal Emb S Total(m ) Ent Sal Total (m ) Ent Vol1 Sal Vol2 Cuerpo Vol3 Emb E Vol4 Emb S Vol5 Total (m 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 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 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 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 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 1 8.90 12.18 23.32 0.00 0.00 12.68 4 8.44 127.26 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 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 1 7.34 12.77 24.45 0.00 0.00 10.59 4 0.45 116.84 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 7 4.18 150.51 2.88 3.10 2.79 3.04 6.14 8.80 29.13 2.29 7.58 23.97 45.89 7.93 30.29 0.87 3.32 116.21 3.63 7.26 13.58 13.58 27.17 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 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 6 6.96 130.40 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 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 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 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 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 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 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 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 3.63 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 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

CONC. f´c=175 kg/cm

Progresiva Tipo TMC Long.(m) Entrada Salida Ent 00+300.000 36'' 10.25 Caja Ala 6.37 01+196.500 36'' 10.00 Caja Ala 6.37 02+023.000 36'' 9.70 Caja Ala 6.37 02+258.970 36'' 10.00 Caja Ala 6.37 03+036.950 36'' 10.00 Caja Ala 6.37 05+200.000 36'' 9.50 Caja Ala 6.37 05+975.000 36'' 10.00 Caja Ala 6.37 08+860.000 36'' 9.65 Caja Ala 6.37 09+344.000 36'' 17.15 Ala Ala 3.63 09+934.000 36'' 9.55 Caja Ala 6.37 10+494.000 36'' 9.65 Caja Ala 6.37 10+969.000 36'' 11.05 Caja Ala 6.37 11+773.000 36'' 10.00 Caja Ala 6.37 12+261.000 36'' 9.65 Caja Ala 6.37 13+124.000 36'' 9.70 Caja Ala 6.37 13+380.000 36'' 10.00 Caja Ala 6.37 13+588.000 36'' 9.55 Caja Ala 6.37 15+007.000 36'' 10.00 Caja Ala 6.37 16+602.000 36'' 9.55 Caja Ala 6.37 17+070.000 36'' 9.65 Caja Muro 6.37 18+510.300 36'' 17.95 Ala Ala 3.63

204.52

68.04

879.01

) Ent 1 Ent 2 1.93 5.19 2.02 5.04 1.83 5.16 1.78 5.18 2.02 5.19 2.02 5.19 1.75 5.19 1.81 5.19 0.00 1.84 1.23 4.94 1.10 5.11 1.47 5.20 2.02 5.19 1.99 5.19 2.02 5.19 2.02 5.19 2.02 5.19 2.02 5.19 3.11 5.19 2.89 5.05 0.00 1.89

Ent 3 1.05 1.03 1.09 1.04 1.04 1.05 1.06 1.05 1.34 1.06 1.05 1.36 1.04 1.05 1.05 1.13 1.04 1.05 1.05 1.05 1.37

Vol f Vol1 0.49 13.64 0.49 13.70 0.49 13.43 0.49 13.15 0.49 13.88 0.49 13.91 0.49 13.13 0.49 13.28 0.49 3.87 0.49 11.32 0.49 11.07 0.49 13.20 0.49 13.88 0.49 13.82 0.49 13.91 0.49 14.15 0.49 13.88 0.49 13.91 0.49 17.18 0.49 16.38 0.49 3.97

2,137.20 #DIV/0!


RELLENO Sal 1 Sal 2 Sal 3 Vol f 1.30 0.14 0.00 0.49 1.11 1.66 0.00 0.49 1.11 2.21 0.00 0.49 1.40 1.78 0.00 0.49 1.14 1.52 0.00 0.49 1.20 2.27 0.00 0.49 1.28 1.77 0.00 0.49 1.23 1.84 0.00 0.49 0.44 0.90 0.00 0.49 0.42 0.98 0.00 0.49 1.24 1.37 0.00 0.49 0.26 0.07 0.00 0.49 1.30 1.86 0.00 0.49 1.23 1.90 0.00 0.49 1.25 2.30 0.00 0.49 0.65 1.34 0.00 0.49 1.15 2.24 0.00 0.49 1.31 1.78 0.00 0.49 1.02 1.78 0.00 0.49 3.06 0.00 0.00 0.49 0.25 0.72 0.72 0.49

MAT GRAN

Vol2 Cuerpo Ancho Long 2.09 11.64 1.91 8.08 3.25 9.48 1.91 7.85 3.80 9.17 1.91 7.51 3.92 10.58 1.91 7.85 3.17 10.61 1.91 7.85 4.03 9.66 1.91 7.34 3.68 11.24 1.91 7.85 3.66 10.27 1.91 7.51 5.76 1.23 20.65 1.91 1.28 7.27 1.91 7.41 3.21 10.20 1.91 7.47 0.07 6.03 1.91 8.89 3.81 10.85 1.91 7.85 3.72 9.80 1.91 7.51 4.16 10.29 1.91 7.53 2.07 8.88 1.91 7.85 3.91 9.38 1.91 7.37 3.75 14.52 1.91 9.30 3.21 8.68 1.91 7.37 5.26 9.59 1.91 6.49 2.05 15.60 1.91 15.63

3

Vol3 Total(m ) COMPACT.(m ) 16.98 32.71 2.06 12.99 29.95 2.06 12.62 29.86 2.06 15.10 32.17 2.06 15.16 32.20 2.06 13.67 31.61 2.06 16.36 33.17 2.06 14.73 31.67 2.06 35.75 40.85 4.66 9.05 21.65 2.06 14.62 28.90 2.06 7.21 20.48 2.06 15.62 33.31 2.06 13.83 31.37 2.06 14.75 32.82 2.06 11.84 28.06 2.06 13.12 30.90 2.06 21.69 39.35 2.06 11.78 32.16 2.06 14.10 35.73 4.18 19.60 25.62 4.42 654.53

50.26


DESCRIPCION Item 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54

TOTALES

590.65

2 REVEST. EMBOQ. ENCOFRADO Sal Total(m ) L ent Emb E L sal Emb S Total(m ) Ent Sal Total(m ) Ent Vol1 4.86 9.72 3.05 3.79 3.22 3.91 7.70 18.06 18.06 36.12 7.65 29.15 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 8.18 31.17 4.86 9.72 3.09 3.82 2.50 3.39 7.20 18.06 18.06 36.12 3.90 14.86 4.86 9.72 3.06 3.79 2.70 3.53 7.32 18.06 18.06 36.12 8.04 30.63 4.86 9.72 3.06 3.79 2.50 3.39 7.18 18.06 18.06 36.12 7.10 27.05 4.86 9.72 3.06 3.79 2.50 3.39 7.18 18.06 18.06 36.12 9.27 35.32 4.86 9.72 2.73 3.55 2.54 3.41 6.97 18.06 18.06 36.12 3.22 12.27 4.86 9.72 2.98 3.74 2.50 3.39 7.12 18.06 18.06 36.12 8.76 33.38 4.86 9.72 2.58 3.44 2.50 3.39 6.83 18.06 18.06 36.12 1.69 6.44 4.86 9.72 3.10 3.82 2.52 3.40 7.22 18.06 18.06 36.12 7.71 29.38 4.86 9.72 3.08 3.81 2.50 3.39 7.19 18.06 18.06 36.12 5.28 20.12 4.86 9.72 3.10 3.82 2.50 3.39 7.21 18.06 18.06 36.12 7.00 26.67 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 8.49 32.35 4.86 9.72 3.00 3.75 2.60 3.46 7.21 18.06 18.06 36.12 11.23 42.79 4.86 9.72 8.58 7.82 8.50 7.77 15.59 18.06 18.06 36.12 5.00 19.05 4.86 9.72 3.10 3.82 2.52 3.40 7.22 18.06 18.06 36.12 12.08 46.02 4.86 9.72 2.95 3.71 2.50 3.39 7.10 18.06 18.06 36.12 6.93 26.40 4.86 9.72 3.06 3.79 2.50 3.39 7.18 18.06 18.06 36.12 10.09 38.44 4.86 9.72 3.06 3.79 2.51 3.39 7.19 18.06 18.06 36.12 9.09 34.63 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 8.92 33.99 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 7.69 29.30 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 6.44 24.54 4.86 9.72 2.95 3.71 2.50 3.39 7.10 18.06 18.06 36.12 3.28 12.50 4.86 9.72 2.95 3.71 2.50 3.39 7.10 18.06 18.06 36.12 7.40 28.19 4.86 9.72 2.95 3.71 2.50 3.39 7.10 18.06 18.06 36.12 6.23 23.74 4.86 9.72 3.06 3.79 2.52 3.40 7.19 18.06 18.06 36.12 6.82 25.98 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 5.84 22.25 4.86 9.72 2.66 3.50 2.50 3.39 6.89 18.06 18.06 36.12 3.33 12.69 4.86 9.72 5.45 5.54 2.50 3.39 8.92 18.06 18.06 36.12 8.51 32.42 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 6.73 25.64 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 7.13 27.17 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 4.95 18.86 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 9.84 37.49 4.86 9.72 2.85 3.64 2.48 3.37 7.01 18.06 18.06 36.12 84.00 320.04 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 9.32 35.51 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 10.39 39.59 4.86 9.72 3.06 3.79 2.52 3.40 7.19 18.06 18.06 36.12 6.76 25.76 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 6.53 24.88 4.86 9.72 3.00 3.75 2.50 3.39 7.14 18.06 18.06 36.12 5.24 19.96 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 8.29 31.58 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 8.77 33.41 4.86 9.72 2.75 3.57 2.50 3.39 6.95 18.06 18.06 36.12 2.92 11.13 4.86 9.72 4.69 4.98 2.50 3.39 8.37 18.06 18.06 36.12 1.55 5.91 4.86 9.72 3.05 3.79 2.50 3.39 7.17 18.06 18.06 36.12 9.93 37.83 4.86 9.72 3.10 3.82 2.50 3.39 7.21 18.06 18.06 36.12 9.64 36.73 4.86 9.72 3.10 3.82 2.50 3.39 7.21 18.06 18.06 36.12 10.24 39.01 4.86 9.72 3.10 3.82 2.50 3.39 7.21 18.06 18.06 36.12 10.29 39.20 4.86 9.72 3.06 3.79 8.50 7.77 11.56 18.06 18.06 36.12 5.95 22.67 4.86 9.72 3.10 3.82 2.55 3.42 7.24 18.06 18.06 36.12 5.19 19.77 4.86 9.72 4.10 4.55 4.18 4.61 9.16 18.06 18.06 36.12 6.03 22.97 4.86 9.72 3.06 3.79 2.50 3.39 7.18 18.06 18.06 36.12 9.03 34.40 4.86 9.72 3.06 3.79 3.14 3.85 7.65 18.06 18.06 36.12 7.71 29.38 4.86 9.72 3.09 3.82 2.50 3.39 7.20 18.06 18.06 36.12 10.83 41.26 4.86 9.72 3.06 3.79 2.50 3.39 7.18 18.06 18.06 36.12 7.86 29.95

EXCAVACION


Progresiva Tipo TMC Long.(m) Entrada Salida Ent 00+904.300 48'' 11.20 Ala Ala 4.86 01+493.940 48'' 9.35 Ala Ala 4.86 01+787.300 48'' 10.55 Ala Ala 4.86 02+494.800 48'' 9.90 Ala Ala 4.86 02+754.300 48'' 9.85 Ala Ala 4.86 03+319.600 48'' 10.00 Ala Ala 4.86 03+683.150 48'' 11.30 Ala Ala 4.86 03+955.700 48'' 10.45 Ala Ala 4.86 04+370.000 48'' 14.60 Ala Ala 4.86 04+601.700 48'' 13.05 Ala Ala 4.86 04+790.000 48'' 10.85 Ala Ala 4.86 04+957.500 48'' 9.55 Ala Ala 4.86 05+039.200 48'' 9.65 Ala Ala 4.86 05+406.000 48'' 12.90 Ala Ala 4.86 05+611.000 48'' 9.40 Ala Ala 4.86 05+747.800 48'' 12.60 Ala Ala 4.86 06+203.800 48'' 9.55 Ala Ala 4.86 06+428.700 48'' 10.00 Ala Ala 4.86 06+634.000 48'' 9.60 Ala Ala 4.86 07+148.600 48'' 25.60 Ala Ala 4.86 07+466.500 48'' 10.90 Ala Ala 4.86 07+790.600 48'' 9.60 Ala Ala 4.86 08+054.500 48'' 16.45 Ala Ala 4.86 08+226.000 48'' 10.80 Ala Ala 4.86 08+397.480 48'' 9.70 Ala Ala 4.86 08+504.500 48'' 10.50 Ala Ala 4.86 08+680.000 48'' 9.85 Ala Ala 4.86 09+021.400 48'' 10.00 Ala Ala 4.86 09+237.700 48'' 9.70 Ala Ala 4.86 09+450.000 48'' 10.00 Ala Ala 4.86 10+250.000 48'' 9.45 Ala Ala 4.86 10+738.000 48'' 10.00 Ala Ala 4.86 11+470.000 48'' 10.70 Ala Ala 4.86 11+546.800 48'' 13.60 Ala Ala 4.86 12+000.000 48'' 9.60 Ala Ala 4.86 12+440.000 48'' 12.10 Ala Ala 4.86 12+530.000 48'' 9.55 Ala Ala 4.86 12+869.600 48'' 10.00 Ala Ala 4.86 13+797.100 48'' 10.35 Ala Ala 4.86 13+860.000 48'' 9.55 Ala Ala 4.86 14+136.000 48'' 10.65 Ala Ala 4.86 14+342.400 48'' 11.00 Ala Ala 4.86 14+679.380 48'' 12.15 Ala Ala 4.86 15+350.000 48'' 9.70 Ala Ala 4.86 15+523.600 48'' 9.75 Ala Ala 4.86 15+682.500 48'' 9.55 Ala Ala 4.86 15+840.000 48'' 11.35 Ala Ala 4.86 16+029.000 48'' 9.70 Ala Ala 4.86 16+120.000 48'' 12.65 Ala Ala 4.86 16+379.500 48'' 9.60 Ala Ala 4.86 16+826.400 48'' 9.80 Ala Ala 4.86 17+393.000 48'' 9.55 Ala Ala 4.86 17+665.500 48'' 13.05 Ala Ala 4.86 17+867.900 48'' 9.80 Ala Ala 4.86

524.88

404.85

1,950.26

Sal 1.32 4.64 1.37 3.45 2.80 5.75 2.17 3.87 1.82 2.14 4.26 3.59 3.96 2.11 3.93 1.45 3.31 6.60 6.15 2.71 1.46 5.16 4.41 5.12 6.18 5.94 4.07 3.37 6.18 2.03 5.99 4.29 6.17 9.37 2.96 2.63 3.18 2.38 4.96 1.76 4.17 1.82 2.24 5.92 5.58 5.02 2.79 1.63 1.94 3.51 5.33 2.37 1.70 6.08

Vol2 Cuerpo Vol3 5.03 14.92 33.11 17.68 11.67 25.90 5.22 9.79 21.73 13.14 10.92 24.23 10.67 4.99 11.07 2 1.91 12.87 28.56 8.27 11.00 24.41 14.74 11.33 25.14 6.93 2 0.38 45.23 8.15 15.74 34.93 16.23 8.04 17.84 13.68 10.45 23.19 15.09 10.02 22.24 8.04 21.12 46.87 14.97 10.97 24.34 5.52 18.53 41.12 12.61 9.96 22.10 2 5.15 14.55 32.29 2 3.43 13.46 29.87 10.33 10.26 22.77 5.56 8.57 19.02 19.66 9.56 21.22 1 6.80 28.07 62.29 1 9.51 14.42 32.00 23.55 11.15 24.74 2 2.63 12.14 26.94 15.51 9.31 20.66 12.84 6.80 15.09 2 3.55 13.67 30.34 7.73 9.61 21.33 2 2.82 11.75 26.08 16.34 8 .31 18.44 2 3.51 15.17 33.67 3 5.70 12.80 28.41 1 1.28 12.47 27.67 1 0.02 17.14 38.04 12.12 10.08 22.37 9.07 9.30 20.64 18.90 9.24 20.51 6.71 9.16 20.33 1 5.89 12.05 26.74 6.93 5.11 11.34 8.53 11.48 25.48 2 2.56 13.69 30.38 2 1.26 13.67 30.34 1 9.13 11.85 26.30 1 0.63 12.40 27.52 6.21 5.07 11.25 7.39 16.41 36.42 13.37 12.79 28.38 2 0.31 13.37 29.67 9.03 12.30 27.30 6.48 19.70 43.72 23.16 13.81 30.65

Emb E 5.78 8.59 2.52 9.17 5.88 12.53 0.84 1 1.14 1.12 6.17 3.49 5.64 1 2.03 9.54 3.31 13.04 6.10 16.20 1 1.83 7.18 6.48 4.50 3.28 5.05 3.78 4.63 3.32 2.00 14.86 5.48 6.41 3.52 15.25 2.66 1 3.40 20.38 4.48 3.75 4.31 9.24 9.48 1.81 2.92 1 6.87 1 5.60 19.55 22.54 4.31 8.81 6.16 1 1.60 6.90 11.62 8.83

Vol4 26.30 39.08 11.47 41.72 26.75 57.01 3.82 50.69 5.10 28.07 15.88 25.66 54.74 43.41 15.06 59.33 27.76 73.71 53.83 32.67 29.48 20.48 14.92 22.98 17.20 21.07 15.11 9.10 67.61 24.93 29.17 16.02 69.39 12.10 60.97 92.73 20.38 17.06 19.61 42.04 43.13 8.24 13.29 76.76 70.98 88.95 102.56 19.61 40.09 28.03 52.78 31.40 52.87 40.18

Emb S Vol5 0.48 2.18 4.07 18.52 5.94 27.03 0.86 3.91 3.58 16.29 6.73 30.62 5.98 27.21 1.52 6.92 0.96 4.37 0.85 3.87 1.37 6.23 0.98 4.46 3.01 13.70 0.89 4.05 1.72 7.83 0.86 3.91 0.85 3.87 15.41 70.12 9.15 41.63 4.72 21.48 0.80 3.64 10.00 4 5.50 0.85 3.87 2.57 11.69 4.69 21.34 5.94 27.03 4.07 18.52 0.68 3.09 13.92 63.34 0.86 3.91 11.19 50.91 3.28 14.92 11.09 50.46 0.82 3.73 7.47 33.99 1.09 4.96 3.34 15.20 1.08 4.91 1.35 6.14 1.18 5.37 4.20 19.11 0.99 4.50 1.40 6.37 2.31 10.51 4.70 21.39 2.73 12.42 1.31 5.96 1.82 8.28 0.85 3.87 0.55 2.50 4.16 18.93 2.91 13.24 1.65 7.51 4.92 22.39

Total(m ) Ent 1 Ent 2 Ent 3 95.77 0.00 2 .71 1 .35 132.35 0.00 2.77 1.37 80.30 0.00 2.10 0.69 113.65 0.00 2 .72 1 .35 91.84 0.00 2.70 1 .34 173.42 0.00 2.72 1.33 75.98 0.00 2.36 1.32 130.87 0.00 2.72 1.35 68.06 0.00 1 .09 0 .29 104.40 0.00 2.34 1.52 76.30 0.00 2.46 1.04 93.66 0.00 2 .77 1 .37 138.10 0.00 2.43 1.39 145.15 0.00 2.47 1.59 81.25 0.00 2.46 1 .34 155.92 0.00 2.43 1.57 92.74 0.00 2.44 1.35 239.70 0.00 2.44 1.36 183.39 0.00 2.44 1.36 121.22 0.00 2.60 1.64 87.00 0.00 2.42 1 .31 131.39 0.00 2.44 1 .35 110.38 0.00 2.44 1.58 114.37 0.00 2.49 1.52 110.56 0.00 2.45 1 .37 123.65 0.00 2.46 1.37 92.04 0.00 2.45 1.31 52.81 0.00 1.95 0 .68 217.25 0.00 2.45 1.36 83.55 0.00 2.36 1.38 156.14 0.00 2.47 1.37 84.59 0.00 2 .37 0 .97 214.51 0.00 2.44 1.36 399.98 0.00 2.31 0.91 169.42 0.00 2.46 1.36 185.33 0.00 2.44 1.36 95.82 0.00 2.42 1 .35 76.56 0.00 2.44 1 .35 85.12 0.00 11.10 0.10 106.03 0.00 2.44 1 .35 138.29 0.00 2.52 1.50 42.14 0.00 0 .56 1.77 59.57 0.00 0.98 0.17 178.04 0.00 2.45 1.36 180.69 0.00 2.44 1.35 185.81 0.00 2.44 1.35 185.87 0.00 2.44 1.36 68.02 0.00 2.42 1 .13 107.54 0.00 2.49 2.49 95.26 0.00 2.42 1 .08 156.09 0.00 2.43 1.36 110.34 0.00 2.44 1 .35 151.84 0.00 2.36 1.53 146.32 0.00 2.42 1.35

Vol f Vol1 0.88 4.78 0.88 4.88 0.88 2.73 0.88 4.79 0.88 4.75 0.88 4.74 0.88 4.36 0.88 4.79 0.88 0.85 0.88 4.78 0.88 3.85 0.88 4.88 0.88 4.58 0.88 5.06 0.88 4.51 0.88 4.98 0.88 4.51 0.88 4.53 0.88 4.53 0.88 5.30 0.88 4.40 0.88 4.51 0.88 5.01 0.88 4.93 0.88 4.56 0.88 4.57 0.88 4.43 0.88 2.56 0.88 4.54 0.88 4.49 0.88 4.58 0.88 3.61 0.88 4.53 0.88 3.42 0.88 4.55 0.88 4.53 0.88 4.49 0.88 4.51 0.88 10.44 0.88 4.51 0.88 4.91 0.88 3.54 0.88 0.48 0.88 4.54 0.88 4.51 0.88 4.51 0.88 4.53 0.88 4.01 0.88 7.04 0.88 3.90 0.88 4.52 0.88 4.51 0.88 4.82 0.88 4.49

6,896.41

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

RELLENO Sal 1 Sal 2 Sal 3 Vol f 0.42 2.49 0.00 0.88 1.40 2.50 0.00 0.88 0.30 2.51 0.00 0.88 1.28 2.47 0.00 0.88 0.56 1.72 0.00 0.88 1.46 3.00 0.00 0.88 1.39 2.50 0.00 0.88 0.82 2.17 0.00 0.88 0.40 1.15 0.00 0.88 1.03 0.94 0.00 0.88 0.95 2.25 0.00 0.88 1.24 2.44 0.00 0.88 0.86 2.22 0.00 0.88 0.94 0.99 0.00 0.88 0.99 2.26 0.00 0.88 0.36 0.92 0.00 0.88 1.21 1.93 0.00 0.88 1.58 2 .54 0 .00 0.88 1.50 2.54 0.00 0.88 0.17 1.86 0.00 0.88 0.39 0.92 0.00 0.88 1.15 2.35 0.00 0.88 0.29 0.87 0.00 0.88 1.39 2.50 0.00 0.88 1.51 2.59 0.00 0.88 1.39 2.50 0.00 0.88 0.86 2.26 0.00 0.88 0.89 2.14 0.00 0.88 1.51 2.69 0.00 0.88 0.54 1.25 0.00 0.88 1.47 2.58 0.00 0.88 0.73 1.76 0.00 0.88 1.44 2 .55 0 .00 0.88 1.61 2 .55 0 .00 0.88 0.70 1.77 0.00 0.88 0.68 1.60 0.00 0.88 0.64 1.91 0.00 0.88 0.62 1.46 0.00 0.88 1.25 2.43 0.00 0.88 0.34 1.16 0.00 0.88 1.15 2.40 0.00 0.88 0.41 1.15 0.00 0.88 0.51 1.40 0.00 0.88 1.52 2.78 0.00 0.88 1.51 2.76 0.00 0.88 1.22 2.43 0.00 0.88 0.62 1.79 0.00 0.88 0.05 1.23 0.00 0.88 0.58 1.18 0.00 0.88 1.64 2.80 0.00 0.88 1.51 2.77 0.00 0.88 0.79 1.58 0.00 0.88 0.50 1.01 0.00 0.88 1.51 2.76 0.00 0.88

MAT.GRAN

Vol2 2.53 4.68 2.29 4.38 2.07 5.31 4.65 3.08 1.15 2.31 3.45 4.27 3.22 2.16 3.54 0.83 3.69 5.11 4.93 1.36 0.89 3.98 0.63 4.65 5.01 4.65 3.26 3.20 5.11 1.55 4.91 2.48 4.81 5.18 2.42 2.21 2.43 1.94 4.28 1.03 4.03 1.17 1.64 5.22 5.18 4.21 2.27 0.46 1.57 5.50 5.19 2.43 1.22 5.18

Cuerpo Ancho Long Vol3 Total(m ) 13.24 2.22 8.77 19.14 26.45 10.20 2.22 6.95 14.52 24.08 8.16 2.22 8.16 10.30 15.31 9.43 2.22 7.46 12.22 21.39 3.79 2.22 7.46 4.78 11.59 11.35 2.22 7.61 16.30 26.35 9.23 2.22 8.87 11.65 20.66 9.72 2.22 8.06 12.26 20.13 17.98 2.22 1 2.17 25.69 27.69 13.62 2.22 10.62 17.83 24.92 6.40 2.22 8.43 8.07 15.37 9.04 2.22 7.16 11.70 20.85 8.57 2.22 7.23 10.81 18.62 18.85 2.22 10.50 29.57 36.80 9.57 2.22 6.99 13.08 21.13 16.44 2.22 10.21 24.56 30.37 8.53 2.22 7.12 10.76 18.96 13.03 2.22 7.60 20.04 29.68 12.03 2.22 7.18 18.31 27.78 8.68 2.22 8.51 10.95 17.61 6.88 2.22 8.48 8.68 13.98 8.12 2.22 7.21 10.24 18.73 25.27 2.22 14.01 39.72 45.36 12.74 2.22 8.38 18.49 28.07 9.69 2.22 7.26 13.03 22.60 10.52 2.22 8.09 13.90 23.13 7.83 2.22 7.42 9.88 17.57 5.28 2.22 7.60 6.66 12.42 12.21 2.22 7.30 18.57 28.22 8.08 2.22 7.61 10.19 16.24 10.37 2.22 7.04 14.79 24.28 6.86 2.22 7.24 8.65 14.74 13.52 2.22 8.27 20.35 29.69 12.83 2.22 11.16 16.19 24.79 11.04 2.22 7.16 16.14 23.11 15.20 2.22 9.67 22.44 29.18 8.66 2.22 7.13 10.93 17.84 7.87 2.22 7.15 9.93 16.37 7.65 2.22 7.96 9.65 24.37 7.73 2.22 7.15 9.75 15.29 10.41 2.22 8.21 13.52 22.46 3.40 2.22 8.57 4.29 9.00 9.53 2.22 9.72 12.02 14.13 12.20 2.22 7.30 18.55 28.31 12.20 2.22 7.33 18.52 28.20 10.42 2.22 7.14 14.79 23.51 9.78 2.22 8.92 12.34 19.13 3.70 2.22 7.29 4.67 9.14 14.38 2.22 10.22 19.98 28.59 11.35 2.22 7.22 16.76 26.16 11.89 2.22 7.38 17.77 27.48 10.87 2.22 7.14 15.79 22.72 17.38 2.22 10.62 26.17 32.22 12.33 2.22 7.41 18.71 28.38 1,221.15

3

COMPACT(m )

6.12 5.42 5.46 5.62 5.43 5.43 5.14 5.35 4.96 5.49 5.45 5.47 5.37 5.47 16.67 5.49 5.32 5.43 5.44 5.37 5.37 5.37 5.32 5.32 5.32 5.45 5.37 5.04 7.76 5.37 5.42 5.37 5.42 5.20 5.42 5.42 5.45 5.42 5.37 5.42 5.42 5.12 7.02 5.42 5.47 5.47 5.47 11.28 5.51 8.08 5.43 6.05 5.46 5.43 316.02


DESCRIPCION Item 1 2 3

TOTALES

42.65

2 REVEST. EMBOQ. Sal Total(m ) L ent Emb E L sal Emb S Total(m ) 6.82 13.64 3.00 4.31 2.50 3.89 8.20 6.82 13.64 3.05 4.35 2.50 3.89 8.24 6.82 13.64 5.30 6.24 2.50 3.89 10.13


Progresiva Tipo TMC Long(m) Entrada Salida Ent 06+942.000 60'' 20.85 Ala Ala 6.82 07+063.800 60'' 10.00 Ala Ala 6.82 07+955.200 60'' 11.80 Ala Ala 6.82

40.93

26.57

ENCOFRADO Ent Sal Total(m ) Ent Vol1 23.23 2 3.23 46.46 12.83 56.26 23.23 2 3.23 46.46 8.71 38.19 23.23 23.23 46.46 1.60 7.02

139.39

EXCAVACION RELLENO Sal Vol2 Cuerpo Vol3 Emb E Vol4 Emb S Vol5 Total(m ) Ent 1 Ent 2 Ent 3 Vol f Vol1 Sal 1 Sal 2 Sal 3 Vol f Vol2 Cuerpo Ancho Long Vol3 Total(m ) 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 3.56 1 5.61 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 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

494.50 #DIV/0!


133.90

MAT GRAN 3

COMPACT(m )

6.16 6.22 8.74

21.11


DESCRIPCION Item 1 2 3

TOTALES

51.50

2 REVEST. EMBOQ. ENCOFRADO Sal Total(m ) L ent Emb E L sal Emb S Total(m ) Ent Sal Total(m ) 9.32 18.64 2.77 4.69 2.50 4.43 9.12 29.14 29.14 58.27 9.32 18.64 2.61 4.54 2.50 4.43 8.97 29.14 29.14 58.27 9.32 18.64 3.05 4.96 2.82 4.74 9.70 29.14 29.14 58.27

EXCAVACION


Progresiva Tipo TMC Long(m) Entrada Salida Ent 09+618.000 72'' 20.00 Ala Ala 9.32 11+200.000 72'' 9.45 Ala Ala 9.32 12+734.300 72'' 22.05 Ala Ala 9.32

55.92

27.78

174.82

Ent 3.61 5.31 7.55

Vol1 18.19 26.76 38.05

Sal 1.68 9.08 1.63

Vol2 Cuerpo Vol3 Emb E Vol4 Emb S 8.47 17.45 49.36 2.28 13.66 1.41 45.76 13.91 39.35 2.33 13.96 27.21 8.22 73.87 208.96 4.54 27.19 0.76

RELLENO MAT.GRAN 3 Vol5 Total(m ) Ent 1 Ent 2 Ent 3 Vol f Vol1 Sal 1 Sal 2 Sal 3 Vol f Vol2 Cuerpo Ancho Long Vol3 Total(m ) COMPACT(m ) 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 6.71 162.99 288.82 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 6.51 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

673.92

#DIV/0!

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

213.02

20.70

SUSTENTO DE METRADOS ALCANTARILLA TIPO TMC 36" 1.-

CABEZAL

1.1 Cimiento

1.1.1 Concreto Vol = Area x e = (B+b) x h x e = (1,96+4,69) x 1.71xe = 2 2 Vol = Area x e = (B+b) x h x e = (1.13+2.26) x 0.56xe = 2 2 (0.35 x 0.64 ) x 2 x e Vol = Area x e = B x h x e = 2 2

Area 5.69

Espesor 0.40

Total 2.28 (+)

0.95

0.25

0.24 (-)

0.22

0.40

0.09 (-) 1.95 m

Concreto cimiento 1.1.2 Encofrado La cimentacion se encofrara con los lados del terreno(e=0.40m) Long Alto 9.86

Total 0.40

3.944 (+) 3.94 m

Encofrado cimiento 1.2 Alas

1.2.1 Concreto(Dos alas) (B+b) x h x e = (0.60+1.40)x1.50xe Solido 1 2 2 (L1xL2 +L3xL4 (.17x.35+.13x.35)xe Solido 2 2 2 (L1xL2 +L3xL4 (.15x.47+.23x.45)xe 2 2

Area 1.50

Espesor Total 0.34

0.51 (+)

1.40

0.1 (+)

0.053 0.087 0.61 m 2

Cantidad de alas

1.22 m

Concreto alas 1.2.2 Encofrado

Cara Solido 1 Solido 1 Solido 2

Tapa (L1+L2) x h / 2

Cantidad 1.50 0.17 0.48

3

Total 4 2 2

Encofrado cabezal

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

6.00 (+) 0.33 (+) 0.95 (+) 7.28 m

SUSTENTO DE METRADOS ALCANTARILLA TIPO TMC 36"

1.3 Cabezal

1.3.1 Concreto Vol = Area x e = Bxh x (e1+e2) 1.30x1.40x(0.35+0.45)/ 2 Vol = Area x e = pi x (r)^2 x e= pi x (0.45)^2 x e

Area 1.82

Espesor 0.40

Total 0.73 (+)

0.64

0.42

0.27 (-) 0.46 m

Concreto cabezal 1.3.2 Encofrado Area cabezal x cantidad de caras(2) Area de tuberia x cantidad de caras(2)

1.4 Canal de Descarga

Cabezal Cantidad Total 1.82 2 3.64 (+) 0.64 2 1.28 (-) Encofrado cabezal 2.36 m

Longitud = 1.00m

L=0.6964m

1.4.1 Concreto Canal

Area 0.62

Longitud Cantidad Total 1.00 1.00m

0.62 (+)

Concreto Canal

0.62 m /m

Diente tipico

0.08

4.11

1

0.31 Und

Uña

0.24

4.11

1

1.00 Und

1.4.2 Material Compactado Material

Longitud

Espesor 4.11

Cantidad 0.2

Total 1

0.822

Concreto Canal


0.82 m /m


C A J A R E C EP T O R A

2.1 Caja Receptora

2.1.1 Concreto Base Base Entrada Entrada Lateral Lateral Lateral Salida Salida

Exterior Interior Elevacion Caida Lado 1 Lado 2 Lado 3 Elevacion Alcantarilla

Metrado Cantidad Total 0.6 x 2.60 x 2.00 3.120 1 3.12 (+) 0.3 x 1.60 x 1.40 0.672 1 0.67 (-) (.5+.3)/2x1.8x2 1.440 1 1.44 (+) (.9+.6)/2x.3x.3 0.068 1 0.07 (-) 1.60x.35x.30 0.168 2 0.34 (+) (1.60+1.20)/2x.35x.30 0.147 2 0.29 (+) (1.20+1.60)/2x0,9x.30 0.378 2 0.76 (+) (.5+.3)/2x1.8x2 1.440 1 1.44 (+) PI x 0.45 ^ 2 x 0.44 0.280 1 0.28 (-) Concreto Caja 6.37 m

2.1.2 Encofrado Base Base Base Entrada Entrada Entrada Entrada Lateral Lateral Salida Salida Salida

Exterior Interior Fondo Lado Lado Esquina Caida Lado Lado Lado Lado Alcantarilla

(2.6+2)x2x0.60 (1.6+1.4)x2x0.30 1.60x1.40 1.80x1.40 1.81x2.00 0.20x0.3 (0.9+0.6)/2 x 0.30 1.60x1.60 1.25x0.40/2 1.80x1.40 1.81x2.00 PI x 0.45 ^ 2

Metrado Cantidad Total 5.520 1 5.52 (+) 1.800 1 1.8 (+) 2.240 1 2.24 (+) 2.520 1 2.52 (+) 3.620 1 3.62 (+) 0.060 4 0.24 (+) 0.225 1 0.23 (-) 2.560 4 10.24 (+) 0.250 4 1 (-) 2.520 1 2.52 (+) 3.620 1 3.62 (+) 0.636 2 1.27 (-) Encofrado Caja 29.82 m

2.2 Canal de Bajada L=0.6964m

Longitud = 1.00m

2.2.1 Concreto Canal Diente tipico Uña 2.2.2 Material Compactado Material

Area 0.232

Longitud Cantidad Total 1.00 1

Concreto Canal 1.5485 1 0.12 Und 1.5485 1 0.38 Und Espesor Cantidad Total 1.55 0.2 1 0.3097 Concreto Canal 0.31 m /m

0.075 0.244 Longitud

0.23 (+) 0.23 m /m



CABEZAL

1.1 Cimiento

1.1.1 Concreto Vol = Area x e = (B+b) x h x e = (2,18+5,44) x 1.97xe = 2 2 Vol = Area x e = (B+b) x h x e = (1.43+2.98) x 0.77xe = 2 2 (0.35 x 0.65 ) x 2 x e Vol = Area x e = B x h x e = 2 2

Area 7.51

Espesor 0.40

Total

1.70

0.25

0.43 (-)

0.22

0.40

0.09 (-)

3 (+)

2.48 m


Total 0.40

4.608 (+) 4.61 m



Area 2.16

Espesor Total 0.34

0.051 1.70

0.13 (+)

0.102 0.86 m 2

Cantidad de alas

1.72 m




0.73 (+)

Cantidad 2.16 0.21 0.60

Total 4 2 2

Encofrado cabezal


8.64 (+) 0.42 (+) 1.21 (+) 10.27 m


1.3 Cabezal

1.3.1 Concreto Vol = Area x e = Bxh x (e1+e2) 1.60x1.70x(0.35+0.5)/2 2 Vol = Area x e = pi x (r)^2 x e= pi x (0.60)^2 x e

Area 2.72

Espesor 0.43

Total 1.17 (+)

1.13

0.45

0.51 (-) 0.66 m




Longitud = 1.00m

L=0.6964m


Area Longitud Cantidad Total 0.73 1.00 1.00m

0.73 (+) 0.73 m /m

Concreto Canal Diente tipico

0.08

4.88

1

0.37 Und

Uña

0.24

4.88

1

1.19 Und


Longitud

Espesor 4.88

Cantidad 0.2

Total 1

Concreto Canal


0.976 0.98 m /m


2.-


2.1 Caja Receptora

2.1.1 Concreto Base Base Entrada Entrada Lateral Lateral Lateral Salida Salida 2.1.2 Encofrado Base Base Base Entrada Entrada Entrada Entrada Lateral Lateral Salida Salida Salida



0.6 x 2.60 x 2.30 0.3 x 1.60 x 1.70 (.5+.3)/2x2.10x2.3 (1.2+.6)/2x.3x.3 1.90x.35x.3 (1.90+1.50)/2x.35x.3 (1.90+1.50)/2x0,90x.3 (.5+.3)/2x2.1x2.3 PI x 0.60 ^ 2 x 0.43

Metrado Cantidad Total 3.588 1 3.59 (+) 0.816 1 0.82 (-) 1.932 1 1.93 (+) 0.081 1 0.08 (-) 0.200 2 0.40 (+) 0.179 2 0.36 (+) 0.459 2 0.92 (+) 1.932 1 1.93 (+) 0.486 1 0.49 (-) Concreto Caja 7.74 m

(2.6+2.3)x2x0.60 (1.6+1.7)x2x0.30 1.60x1.70 2.10x1.70 2.11x2.30 0.20x0.3 (1.2+0.6)/2 x 0.30 1.60x1.90 1.25x0.40/2 2.10x1.70 2.11x2.30 PI x 0.60 ^ 2



Longitud = 1.00m


Area Longitud Cantidad Total 0.278 1.00 1 Concreto Canal

Diente tipico Uña 2.2.2 Material Compactado Material

0.075 0.244 Longitud

1.85 1 1.85 1 Espesor Cantidad Total 1.85 0.2 1 Concreto Canal


0.28 (+) 0.28 m /m 0.14 Und 0.45 Und 0.37 0.37 m /m


1.-

CABEZAL

1.1 Cimiento

1.1.1 Concreto Vol = Area x e = (B+b) x h x e = (2.53+6.31) x 2.23xe = 2 2 Vol = Area x e = (B+b) x h x e = (1.73+3.70) x 0.98xe = 2 2 (0.39 x 0.72 ) x 2 x e Vol = Area x e = B x h x e = 2 2

Area 9.86

Espesor 0.40

Total 3.94 (+)

2.66

0.225

0.60 (-)

0.28

0.40

0.11 (-) 3.23 m


Total 0.40

5.33 (+) 5.33 m


1.2.1 Concreto(Dos alas) (B+b) x h x e = (0.80+2.00) x2.10xe Solido 1 2 2 (L1xL2 +L3xL4 (.4x.15+.18x.4)xe Solido 2 2 2 (L1xL2 +L3xL4 (.53x.23+.22x.55)xe 2 2

Area 2.94

Espesor Total 0.395

1.16 (+)

2.00

0.16 (+)

0.07 0.10 1.32 m 2

Cantidad de alas

2.64 m




Cantidad 2.94 0.26 0.78

3

Total 4 2 2

Encofrado cabezal


11.76 (+) 0.52 (+) 1.56 (+) 13.84 m


1.3 Cabezal

1.3.1 Concreto Area Vol = Area x e = Bxh x (e1+e2) 1.90x2.0x(0.40+0.55)/2 2 Vol = Area x e = pi x (r)^2 x e= pi x (0.75)^2 x e

3.8

Espesor 0.48

Total 1.82 (+)

1.77

0.49

0.87 (-) 0.95 m




Longitud = 1.00m

L=0.6964m


Area Longitud Cantidad Total 0.84 1.00 1.00m

0.84 (+) 0.84 m /m


0.08

5.60

1

0.42 Und

Uña

0.24

5.60

1

1.37 Und


Longitud

Espesor 5.60

Cantidad 0.2

Total 1

Concreto Canal


1.12 1.12 m /m


2.-


2.1 Caja Receptora

2.1.1 Concreto Base Base Entrada Entrada Lateral Lateral Lateral Salida Salida


0.6 x 2.80 x 2.60 0.3 x 1.80 x 2.0 (.5+.3)/2x2.4x2.6 (1.5+.6)/2x.3x.3 2.20x.55x.3 (2.2+1.8)/2x.35x.3 (1.8+2.2)/2x0,90x.3 (.5+.3)/2x2.4x2.6 PI x 0.75 ^ 2 x 0.43

Metrado Cantidad Total 4.368 1 4.37 (+) 1.080 1 1.08 (-) 2.496 1 2.5 (+) 0.095 1 0.09 (-) 0.363 2 0.73 (+) 0.210 2 0.42 (+) 0.540 2 1.08 (+) 2.496 1 2.5 (+) 0.760 1 0.76 (-) Concreto Caja 9.67 m

2.1.2 Encofrado Base Base Base Entrada Entrada Entrada Entrada Lateral Lateral Salida Salida Salida


(2.8+2.6)x2x0.60 (1.8+2)x2x0.30 1.80x2.00 2.40x2.00 2.41x2.60 0.20x0.3 (1.5+0.6)/2 x 0.30 1.80x2.2 1,25x0.40/2 2.40x2.00 2.41x2.60 PI x 0.75 ^ 2


2.2 Canal de Bajada

L=0.6964m

Longitud = 1.00m


Area Longitud Cantidad Total 0.323 1.00 1


Concreto Canal 0.075 2.15 1 0.244 2.15 1 Espesor Cantidad Total 2.15 0.2 1

Longitud

Concreto Canal


0.32 (+) 0.32 m /m 0.16 Und 0.52 Und 0.43 0.43 m /m


1.-

CABEZAL

1.1 Cimiento

1.1.1 Concreto Vol = Area x e = (B+b) x h x e = (2.87+7.17) x 2.50xe 2 2 Vol = Area x e = (B+b) x h x e = (2.03+4.43) x 1.20xe 2 2 (0.42x0.79 ) x 2 x e Vol = Area x e = B x h x e = 2 2

Area 12.55

Espesor 0.40

Total 5.02 (+)

3.88

0.225

0.87 (-)

0.34

0.40

0.14 (-) 4.01 m


Total 0.40

Encofrado cimiento

6.056 (+) 6.06 m

1.2 Alas


Area

Espesor Total 3.84 0.45

1.73 (+)

0.086 2.30

0.27 (+)

0.1488 Cantidad de alas

1.2.2 Encofrado Solido 1 Solido 1 Solido 2


2 m 2

3

Concreto alas 4 m Cara Cantidad Total 3.84 4 15.36 (+) 0.34 2 0.68 (+) 1.00 2 2 (+) Encofrado cabezal 18.04 m


SUSTENTO DE METRADOS ALCANTARILLA TIPO TMC 72" 1.3 Cabezal

1.3.1 Concreto Vol = Area x e = Bxh x (e1+e2) 2.30x2.20x(0.45+0.60 2 Vol = Area x e = pi x (r)^2 x e= pi x (0.90)^2 x e

Area 5.06

Espesor 0.53

Total 2.68 (+)

2.54

0.54

1.37 (-) 1.31 m

Concreto cabezal 1.3.2 Encofrado Area cabezal x cantidad de caras(2) Area de tuberia x cantidad de caras(



Longitud = 1.00m

L=0.6964m


Area

Longitud Cantidad Total 0.96 1.00 1.00m

0.96 (+) 0.96 m /m


0.08

6.37

1

0.48 Und

Uña

0.24

6.37

1

1.55 Und


Longitud

Espesor 6.37

Cantidad 0.2

Concreto Canal

Total 1

1.274 1.27 m /m



2.-


2.1 Caja Receptora

2.1.1 Concreto Base Base Entrada Entrada Lateral Lateral Lateral Salida Salida 2.1.2 Encofrado Base Base Base Entrada Entrada Entrada Entrada Lateral Lateral Salida Salida Salida



0.6 x 3.10 x 2.90 0.3 x 2.30x2.10 (.5+.3)/2x2.7x2.9 (1.8+.6)/2x.3x.3 2.50x0.85x.3 (2.50+2.10)/2x.35x.3 (2.10+2.50)/2x0.9x.3 (.5+.3)/2x2.7x2.9 PI x 0.90 ^ 2 x 0.43

Metrado Cant 5.394 1.449 3.132 0.108 0.638 0.242 0.621 3.132 1.094

1 1 1 1 2 2 2 1 1

Total

(3.1+2.9)x2x0.60 (2.1+2.3)x2x0.30 2.1x2.3 2.70x2.30 2.71x2.90 0.2x0.3 (1.8+0.6)/2 x 0.30 2.5x2.10 1,25x0.40/2 2.70x2.30 2.71x2.90 PI x 0.90 ^ 2

Concreto Caja Metrado Cant 7.200 2.640 4.830 5.520 6.989 0.060 0.360 5.250 0.250 6.210 7.859 2.545

1 1 1 1 1 4 1 4 4 1 1 2

5.39 1.45 3.13 0.11 1.28 0.48 1.24 3.13 1.09

(+) (-) (+) (-) (+) (+) (+) (+) (-) 12 m

Total

Encofrado Caja

7.20 2.64 4.83 5.52 6.99 0.24 0.36 21 1 6.21 7.86 5.09

(+) (+) (+) (+) (+) (+) (-) (+) (-) (+) (+) (-) 56.04 m


Longitud = 1.00m


Area Longitud Cantidad Total 0.368 1.00 1


Concreto Canal 0.075 2.45 1 0.244 2.45 1 Espesor Cantidad Total 2.45 0.2 1

Longitud

Concreto Canal

0.37 (+) 0.37 m /m 0.18 Und 0.6 Und 0.49 0.49 m /m


1

3

COMBINACI CONCR

36Caja 48Caja 60Caja 72Caja 36Ala 48Ala 60Ala 72Ala

6.37 7.74 9.67 12.00 3.63 4.86 6.82 9.32

4 ENCOF

29.82 36.29 45.73 56.04 13.58 18.06 23.23 29.14

5 RELL Ancho

3.00 3.30 3.60 3.90 1.88 2.18 2.45 2.91

6

7

8

EMBOQUILLADO m3/m m3 Relleno

0.23 0.28 0.32 0.37 0.62 0.73 0.84 0.96

0.50 0.59 0.68 0.78 1.31 1.56 1.79 2.03

0.31 0.37 0.43 0.49 0.82 0.98 1.12 1.27

9

10

CORTE Ancho Emb

3.00 3.30 3.60 3.90 3.31 3.81 4.39 5.04

1.30 1.60 1.90 2.20 3.82 4.55 5.27 5.99

Sustento Metrado Alcantarilla Tipo TMC

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