Metrado Tub

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PLANILLA DE METRADOSPROYECTO : CONSTRUCCION DE LAGUNAS DE ESTABILIZACION "SAN MARCOS" REVSADO :

UBICACIÓN : DPTO. CAJAMARCA, PROV. SAN MARCOS, DIST. PEDRO GALVEZ HECHO : F.T.N.PROPIETARIO : GOBIERNO REGIONAL CAJAMARCA FECHA : AGO 2005

01.00.00 LAGUNA DE OXIDACION

01.05.00 TUBERIAS

AVENIDA

INFORMACIÓN DEL TRAMO LONGITUD TUB. SEGÚN DIÁMETRO Observación

POZO-REGISTRO COTA DE TAPA (msnm) COTA DE FONDO (msnm) LONGITUD PROFUNDIDAD (m) PENDIENTE 150 200 250 300 400

DEL AL DEL AL DEL AL (m) DEL AL (m/km) mm mm mm mm mm

Emisor

1 Bz-01 Bz-03 2244.597 2244.435 2242.767 2242.185 5.420 1.830 2.250 107.38 400 2.04 5.42 NORMAL --- --- --- --- 5.42

2 Bz-02 Bz-03 2244.177 2244.435 2242.427 2242.285 5.920 1.750 2.150 23.99 250 1.95 5.92 NORMAL --- --- 5.92 --- ---

3 Bz-03 Bz-04 2244.435 2242.349 2241.385 2240.379 17.600 3.050 1.970 57.16 400 2.51 17.60 NORMAL --- --- --- --- 17.60

4 Bz-04 Bz-05 2242.349 2240.200 2239.529 2238.950 10.000 2.820 1.250 57.90 400 2.04 10.00 NORMAL --- --- --- --- 10.00

5 Bz-05 Ingreso 2240.200 2239.500 2238.700 2238.585 8.000 1.500 0.915 14.37 400 1.21 8.00 NORMAL --- --- --- --- 8.00

Pretratamiento - CDP

6 Pretrat Bz-1 2238.793 2238.700 2238.096 2237.858 15.800 0.697 0.842 15.09 200 0.77 15.80 NORMAL --- 15.80 --- --- ---

7 Bz-1 Bz-2 2238.700 2238.000 2237.600 2237.400 13.160 1.100 0.600 15.20 200 0.85 13.16 NORMAL --- 13.16 --- --- ---

8 Bz-2 CDP 2238.000 2237.500 2237.010 2237.000 1.960 0.990 0.500 5.10 200 0.75 1.96 NORMAL --- 1.96 --- --- ---

Pretratamiento - SU1

9 Pretrat Bz-13 2238.700 2238.100 2237.622 2237.562 3.000 1.078 0.538 20.00 250 0.81 3.00 NORMAL --- --- 3.00 --- ---

10 Bz-13 SU1 2238.100 2237.200 2236.887 2236.700 12.460 1.213 0.500 15.00 250 0.86 12.46 NORMAL --- --- 12.46 --- ---

Pretratamiento - SAL

11 Pretrat Bz-4 2238.700 2238.700 2238.200 2237.700 20.700 0.500 1.000 24.15 200 0.75 20.70 NORMAL --- 20.70 --- --- ---

12 Bz-4 Bz-5 2238.700 2237.200 2237.000 2236.500 22.300 1.700 0.700 22.42 200 1.20 22.30 NORMAL --- 22.30 --- --- ---

13 Bz-5 Bz-6 2237.200 2237.200 2234.560 2234.400 46.900 2.640 2.800 3.41 300 2.72 46.90 NORMAL --- --- --- 46.90 ---

14 Bz-6 Bz-7 2237.200 2237.200 2234.400 2234.200 66.850 2.800 3.000 2.99 300 2.90 66.85 NORMAL --- --- --- 66.85 ---

15 Bz-7 Bz-9 2237.200 2235.000 2234.200 2233.500 68.800 3.000 1.500 10.17 300 2.25 68.80 NORMAL --- --- --- 68.80 ---

16 Bz-9 Bz-10 2235.000 2235.000 2233.500 2233.000 42.650 1.500 2.000 11.72 300 1.75 42.65 NORMAL --- --- --- 42.65 ---

17 Bz-10 Bz-11 2235.000 2235.000 2233.000 2232.360 50.000 2.000 2.640 12.80 300 2.32 50.00 NORMAL --- --- --- 50.00 ---

18 Bz-11 SAL 2235.000 2235.000 2232.360 2232.300 5.500 2.640 2.700 10.91 300 2.67 5.50 NORMAL --- --- --- 5.50 ---

CDP - SU3

19 CDP Bz-3 2237.500 2237.200 2236.700 2234.700 119.300 0.800 2.500 16.76 150 1.65 119.30 NORMAL 119.30 --- --- --- ---

20 Bz-3 SU3 2237.200 2235.000 2234.500 2234.300 17.290 2.700 0.700 11.57 150 1.70 17.29 NORMAL 17.29 --- --- --- ---

CR1 - BZ9

ALTURA PROMEDIO (S/PLANO)

LONGITUD (m)

Tipo de terrenoTRAMO

N°Diam (mm)

Av. Prolog. Alfonso Ugarte





01.05.00 TUBERIAS

AVENIDA





LONGITUD (m)


N°Diam (mm)

21 CR1 CR2 2237.200 2237.200 2236.060 2236.030 10.400 1.140 1.170 2.88 150 1.15 10.40 NORMAL 10.40 --- --- --- ---

22 CR2 CR3 2237.200 2237.200 2236.030 2236.000 25.000 1.170 1.200 1.20 150 1.19 25.00 NORMAL 25.00 --- --- --- ---

23 CR3 CR4 2237.200 2237.200 2236.000 2235.970 9.530 1.200 1.230 3.15 150 1.21 9.53 NORMAL 9.53 --- --- --- ---

24 CR4 CR5 2237.200 2237.200 2235.970 2235.950 9.530 1.230 1.250 2.10 150 1.24 9.53 NORMAL 9.53 --- --- --- ---

25 CR5 Bz8 2237.200 2237.200 2235.950 2235.700 7.800 1.250 1.500 32.05 150 1.38 7.80 NORMAL 7.80 --- --- --- ---

26 Bz8 Bz-9 2237.200 2235.000 2235.000 2234.100 15.350 2.200 0.900 58.63 150 1.55 15.35 NORMAL 15.35 --- --- --- ---

CR6 - BZ11

27 CR6 CR7 2235.000 2235.000 2233.860 2233.820 18.000 1.140 1.180 2.22 150 1.16 18.00 NORMAL 18.00 --- --- --- ---

28 CR7 CR8 2235.000 2235.000 2233.820 2233.780 18.000 1.180 1.220 2.22 150 1.20 18.00 NORMAL 18.00 --- --- --- ---

29 CR8 CR9 2235.000 2235.000 2233.780 2233.750 18.000 1.220 1.250 1.67 150 1.23 18.00 NORMAL 18.00 --- --- --- ---

30 CR9 Bz-12 2235.000 2235.000 2233.750 2233.700 12.200 1.250 1.300 4.10 150 1.28 12.20 NORMAL 12.20 --- --- --- ---

31 Bz-12 Bz-11 2235.000 2235.000 2233.700 2233.600 12.450 1.300 1.400 8.03 150 1.35 12.45 NORMAL 12.45 --- --- --- ---

CDP-BZ6

32 CDP Bz-14 2237.500 2237.200 2236.700 2236.122 34.000 0.800 1.078 17.00 200 0.94 34.00 NORMAL --- 34.00 --- --- ---

33 Bz-14 Bz-6 2237.200 2237.200 2236.000 2235.500 10.550 1.200 1.700 47.39 200 1.45 10.55 NORMAL --- 10.55 --- --- ---

CDP-(SU1/SU2/SU3)-LAG

34 CDP SU1 2237.500 2237.200 2236.700 2236.100 21.260 0.800 1.100 28.22 150 0.95 21.26 NORMAL 21.26 --- --- --- ---

35 SU1 LF1.1 2237.200 2237.200 2235.550 2235.507 9.460 1.650 1.693 4.550 150 1.67 9.46 NORMAL 9.46 --- --- --- ---

36 SU1 LF1.2 2237.200 2237.200 2235.550 2235.507 4.200 1.650 1.693 10.240 150 1.67 4.20 NORMAL 4.20 --- --- --- ---

37 SU1 LF1.3 2237.200 2237.200 2235.550 2235.507 9.460 1.650 1.693 4.550 150 1.67 9.46 NORMAL 9.46 --- --- --- ---

38 CDP SU2 2237.500 2237.200 2236.700 2236.100 25.200 0.800 1.100 23.810 150 0.95 25.20 NORMAL 25.20 --- --- --- ---

39 SU2 LF2.1 2237.200 2237.200 2235.550 2235.507 9.460 1.650 1.693 4.550 150 1.67 9.46 NORMAL 9.46 --- --- --- ---

40 SU2 LF2.2 2237.200 2237.200 2235.550 2235.507 4.200 1.650 1.693 10.240 150 1.67 4.20 NORMAL 4.20 --- --- --- ---

41 SU2 LF2.3 2235.000 2235.000 2233.350 2233.307 9.460 1.650 1.693 4.550 150 1.67 9.46 NORMAL 9.46 --- --- --- ---

42 SU3 LF3.1 2235.000 2235.000 2233.350 2233.307 14.000 1.650 1.693 3.07 150 1.67 14.00 NORMAL 14.00 --- --- --- ---

43 SU3 LF3.2 2235.000 2235.000 2233.350 2233.307 6.650 1.650 1.693 6.47 150 1.67 6.65 NORMAL 6.65 --- --- --- ---





01.05.00 TUBERIAS

AVENIDA





LONGITUD (m)


N°Diam (mm)

44 SU3 LF3.3 2235.000 2235.000 2233.350 2233.307 6.650 1.650 1.693 6.47 150 1.67 6.65 NORMAL 6.65 --- --- --- ---

45 SU3 LF3.4 2235.000 2235.000 2233.350 2233.307 14.000 1.650 1.693 3.07 150 1.67 14.00 NORMAL 14.00 --- --- --- ---

Totales 80.968 888.420 888.42 426.85 118.47 21.38 280.70 41.02

01.05.01 TUB. DESAGUE PVC SAP DN 150 mm. 426.85 M01.05.02 TUB. DESAGUE PVC SAP DN 200 mm. 118.47 M01.05.03 TUB. DESAGUE PVC SAP DN 250 mm. 21.38 M01.05.04 TUB. DESAGUE PVC SAP DN 300 mm. 280.70 M01.05.05 TUB. DESAGUE PVC SAP DN 400 mm. 41.02 M

01.05.06 PROTECCION DE EMISOR 15.00 M

POZO-REGISTRO 400

DEL AL mm

1 Bz-04 Bz-05 7.002 Bz-05 Ingreso 8.00

15.00

TRAMO N°

0,60

RELLENO COMPACTADO1

2

0,60

0,60

DADO DE CONCRETO

TUB. PVC SAP DN 400 mm.

0,60


PLANILLA DE METRADOSPROYECTO : CONSTRUCCION DE LAGUNAS DE ESTABILIZACION "SAN MARCOS"UBICACIÓN : DPTO. CAJAMARCA, PROV. SAN MARCOS, DIST. PEDRO GALVEZ

PROPIETARIO : GOBIERNO REGIONAL CAJAMARCA


01.04.00 ESTRUCTURAS DE CONCRETO

GENERALIDADES:Clasificación Tipo Características Aplicación

BUZONES : TIPO I : DI= 1,20 m hasta 3 m prof. DI= 1,50 m mayores a 3 m prof. En tuberías hasta DN = 600 mm

AV - TRAMO / N° BUZON CLASIFICACION POR RANGOS DE PROFUNDIDAD Observación

N° DE Clasif. ALTURA DE BUZON TIPO Tipo de MOVIMIENTO TERRENO NORMAL : LONGITUD EN METROS (m)BUZON Ó COTA DE COTA DE ALTURA Suelo 0.60 1.01 1.26 1.51 1.76 2.01 2.51 3.01 3.51 4.01 5.01

TAPA (CT) FONDO (CF) (CT - CF) 1.00 1.25 1.50 1.75 2.00 2.50 3.00 3.50 4.00 5.00 6.00

m m m m m m m m m m m

Bz1-E BUZÓN 2244.597 2242.767 1.83 I Normal --- --- --- --- 1 --- --- --- --- --- ---Bz2- E BUZÓN 2244.177 2242.427 1.75 I Normal --- --- --- 1 --- --- --- --- --- --- ---Bz3- E BUZÓN 2244.435 2241.385 3.05 I Normal --- --- --- --- --- --- --- 1 --- --- ---Bz4- E BUZÓN 2242.349 2239.529 2.82 I Normal --- --- --- --- --- --- 1 --- --- --- ---Bz5- E BUZÓN 2240.200 2238.700 1.50 I Normal --- --- 1 --- --- --- --- --- --- --- ---Bz-1 BUZÓN 2238.700 2237.600 1.10 I Normal --- 1 --- --- --- --- --- --- --- --- ---Bz-2 BUZÓN 2238.000 2237.010 1.00 I Normal 1 --- --- --- --- --- --- --- --- --- ---Bz-3 BUZÓN 2237.200 2234.500 2.70 I Normal --- --- --- --- --- --- 1 --- --- --- ---Bz-4 BUZÓN 2238.700 2237.000 1.70 I Normal --- --- --- 1 --- --- --- --- --- --- ---Bz-5 BUZÓN 2237.200 2234.560 2.64 I Normal --- --- --- --- --- --- 1 --- --- --- ---Bz-6 BUZÓN 2237.200 2234.400 2.80 I Normal --- --- --- --- --- --- 1 --- --- --- ---Bz-7 BUZÓN 2237.200 2234.200 3.00 I Normal --- --- --- --- --- --- 1 --- --- --- ---Bz-8 BUZÓN 2237.200 2235.000 2.20 I Normal --- --- 1 --- --- --- --- --- --- --- ---Bz-9 BUZÓN 2235.000 2233.500 1.50 I Normal --- --- --- --- 1 --- --- --- --- --- ---Bz-10 BUZÓN 2235.000 2233.000 2.00 I Normal --- --- --- --- --- --- 1 --- --- --- ---Bz-11 BUZÓN 2235.000 2232.360 2.64 I Normal --- --- 1 --- --- --- --- --- --- --- ---


PLANILLA DE METRADOSPROYECTO : CONSTRUCCION DE LAGUNAS DE ESTABILIZACION "SAN MARCOS"UBICACIÓN : DPTO. CAJAMARCA, PROV. SAN MARCOS, DIST. PEDRO GALVEZ

PROPIETARIO : GOBIERNO REGIONAL CAJAMARCA


01.04.00 ESTRUCTURAS DE CONCRETO

GENERALIDADES:Clasificación Tipo Características Aplicación

BUZONES : TIPO I : DI= 1,20 m hasta 3 m prof. DI= 1,50 m mayores a 3 m prof. En tuberías hasta DN = 600 mm

AV - TRAMO / N° BUZON CLASIFICACION POR RANGOS DE PROFUNDIDAD Observación

N° DE Clasif. ALTURA DE BUZON TIPO Tipo de MOVIMIENTO TERRENO NORMAL : LONGITUD EN METROS (m)BUZON Ó COTA DE COTA DE ALTURA Suelo 0.60 1.01 1.26 1.51 1.76 2.01 2.51 3.01 3.51 4.01 5.01

TAPA (CT) FONDO (CF) (CT - CF) 1.00 1.25 1.50 1.75 2.00 2.50 3.00 3.50 4.00 5.00 6.00

m m m m m m m m m m m

Bz-12 BUZÓN 2235.000 2233.700 1.30 I Normal --- 1 --- --- --- --- --- --- --- --- ---Bz-13 BUZÓN 2238.100 2236.887 1.21 I Normal --- 1 --- --- --- --- --- --- --- --- ---Bz-14 BUZÓN 2237.200 2236.000 1.20 I Normal --- 1 --- --- --- --- --- --- --- --- ---PARCIALES : 1 4 3 2 2 0 6 1 0 0 0

01.04.04 BUZON DE CONCRETO h=1.01 - 1.50 m. D=1.20 m. 7.00 UND01.04.05 BUZON DE CONCRETO h=1.51 - 2.00 m. D=1.20 m. 2.00 UND01.04.06 BUZON DE CONCRETO h=2.01 - 2.50 m. D=1.20 m. 2.00 UND01.04.07 BUZON DE CONCRETO h=2.51 - 3.00 m. D=1.20 m. 7.00 UND

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