Metrado Alcantarilla TMC 72

HOJA DE METRADOS METRADOS RESUMEN - ALCANTARILLAS ALCANTARILLAS TMC 72" PROYECTO TRAMO PROPIETARIO UBICACIÓN

: "CONSTRUCCIÓN DEL CAMINO VECINAL TACTAYOC - CHICHURRAQUINA" : TACTAYOC - CHICHURRAQUINA : GOBIERNO REGIONAL PASCO : PASCO - DANIEL CARRION - SANTA SANTA ANA DE TUSI METRADO

PROGRESIVA

DIAM.

Ø

PART. 5.01.01.01

PART. 5.01.01.02

PART. 5.01.02.01

LIMP.Y DEFOR.

TRAZO Y REP

EXC. MANUAL

TRAMO I

3! 0 2 5 TOTAL

T.T.

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40.00

25.6

40.00

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PART. 5.01.02.04 PART. 5.01.02.05 CAMA APOYO

PART. 5.01.02.06

RELL. COMP.

ELIM. EXCED.

PART. 5.01.03.01

PART. 5.01.03.01

CONC. F'C=15 !30" P.G.

CONC. F'C = 15

PART. 5.01.03.03 MAMP. PIEDRA

PART. 5.01.03.02 ENC. Y DESENC.

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: "CONSTRUCCIÓN DEL CAMINO VECINAL TACTAYOC - CHICHURRAQUINA" : TACTAYOC - CHICHURRAQUINA : GOBIERNO REGIONAL DE PASCO : PASCO - DANIEL CARRION - SANTA ANA DE TUSI

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4.02 ALCANTARILLAS 04.02.02 RELLENO Y COMPACTADO MANUAL MATERIAL PROPIO

TRAMO :

VILLA AMERICA - ALTO IZCOZACIN

CALCULADO :

REVISADO POR :

DIAMETRO PROGRESIVA

N° DE DESCRIPCIÓN

(Ø)

00+800.00 0"+##.00 04+!0.00 0!+$28.00 0#+44%.00

24 24 24 "! 24

VECES

Cuerpo Cuerpo Cuerpo Cuerpo Cuerpo

.00

APROBADO POR :

DIMENSIONES LARGO ANCHO ALTURA ( ml ) ( ml ) ( ml ) !.8 .20 .0

VOLUMEN PARCIAL ( m3 ) 8.!

VOLUMEN PARCIAL/ALC ( m3 ) 8.!

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!.8

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8.!

8.!

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.42

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D3254 0.2

-2.!4

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BUZON

MURO


0$+!!0.00

AREA CIRCULO

-4.00

PI ".4

ZAPATA

2.00

."2

0."0

0.#$

2.00

.!$

0."0

.0

2.00

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0."0

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.00

.4

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.00

%.42

.%

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.00

.$8

.%

2.$$

1ONDO

.00

.00

0.20

2.20


.00 .00 2.00 2.00 2.00

.4 .!4 .20 .42 0.2%

2."% 2."% .!8 .!8 .00

2.!8 ".8% 4.0" 4.## 0.%0

AREA CIRCULO

-4.00

PI ".4

D3254 0.2

-2.!4

ZAPATA

2.00 2.00 2.00 .00 .00

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0."0 0."0 0."0 0."0 0."0

0.#$ .0 0."$ 0."4 0.%8

BUZON PARED INTERIOR PARED ETERIOR 1ONDO MURO

.00 .00 .00

%.42 .$8 .00

.% .% 0.20

8.8 2.$$ 2.20


.00 .00 2.00 2.00 2.00

.4 .!4 .20 .42 0.2%

.%" .%" .2# .2# .00

.#4 2.% ".0% ".! 0.%0

AREA CIRCULO

-4.00

PI ".4

D3254 0.2

-2.!4

2%.2!

"!

BUZON

MURO

0$+$"0.00

2$.!$

"!

2%.2!

!"" OBRAS DE ARTE # DRENA$E !"2 RESUMEN DE METRADOS ALCANTARILLAS METALICAS TMC

TRAMO : P&u'&r - M&r&(

Re/*6&)o : . Le/& C.

CALCULADO POR : R. Ro)r*ue,

PROGRESIVA

!"2!"% E+,-.-,01 ( m3 )

00+#0%.%0 0+!40.00

""." #2.!$

TOTAL

%"'!""

!"2!"2 ALC TMC Ø 3' ( ml )


!"2!"3 ALC TMC Ø  ( ml )

!"2!" ALC TMC Ø '" ( ml )

!"2!"& E1,04-50 ( m2 )

!"2!"' C01,4670 ( m3 )

%.!0

!".$4 %$.4!

%.02 %.0

2."4 %.!%

%.08 !.!!

!.04 %4.!$

&!'"

%23!"

3"!%2

2!**

%%!

"!3

!.40

"!""

'!"

!"2!" !"2!" S0l-50 Al.-5640 ( m2 ) ( m2 )

!"3 BADEN !"3!"% E8CAVACIÓN NO CLASIFICADA PARA ESTRUCTURAS TRAMO : P&u'&r - M&r&( CALCULADO POR : R. Ro)r*ue,

PROGRESIVA

00!560.00

02!$20.00

03!5%%.60

05!60.00

06!000.00

0!210.00

0%!230.00

0%!35.00

0%!$$5.00

0$!150.00


DESCRIPCIÓN

N° DE VECES


DIMENSIONES VOLUMEN LARGO ANCHO ALTURA PARCIAL ( ml ) ( m2 ) ( ml ) ( m3 )

VOLUMEN POR ALC ( m3 )

BADEN A74%.%0 2 LOSA U9A

.00 .00

#.00 24.40

!.%0 0.!%

0."0 0.4%

".!% #.4

20.#$

BADEN A7"8.%0 2 LOSA U9A

.00 .00

#.00 22.40

%.%0 0.!%

0."0 0.4%

.%% !.%%

8.0

BADEN A744.20 2 LOSA U9A

.00 .00

8.%0 24.80

%.20 0.!%

0."0 0.4%

".2! #.2%

20.%

BADEN A7"!.00 2 LOSA U9A

.00 .00

!.00 2.40

!.00 0.!%

0."0 0.4%

0.80 !.2!

#.0!

BADEN A7"0.00 2 LOSA U9A

.00 .00

!.00 $.40

%.00 0.!%

0."0 0.4%

$.00 %.!#

4.!#

BADEN A7"%.#0 2 LOSA U9A

.00 .00

#.00 2.!0

%.0 0.!%

0."0 0.4%

0.# !."2

#.0"

BADEN A7#0.%% 2 LOSA U9A

.00 .00

8.%0 22.%0

8."0 0.!%

0."0 0.4%

2.# !.%8

2#.#%

BADEN A7!!."0 2 LOSA U9A

.00 .00

8.%0 2.%0

#.80 0.!%

0."0 0.4%

$.8$ !.2$

2!.8

BADEN A7"%.40 2 LOSA U9A

.00 .00

!.00 2.20

%.$0 0.!%

0."0 0.4%

0.!2 !.20

!.82

BADEN A742.!0 2 LOSA U9A

.00  00

!.00 2" !0

#.0 0 !%

0."0 0 4%

2.#8 ! $0

$ !8

!"2!"* R6ll610 ( m3 )

!"3 BADEN !"3!"% E8CAVACIÓN NO CLASIFICADA PARA ESTRUCTURAS TRAMO : P&u'&r - M&r&( CALCULADO POR : R. Ro)r*ue,

PROGRESIVA

00!560.00

02!$20.00

03!5%%.60

05!60.00

06!000.00

0!210.00

0%!230.00

0%!35.00

0%!$$5.00

0$!150.00

0$!440.00

10!06%.00

10!234.0


DESCRIPCIÓN

N° DE VECES





.00 .00

#.00 24.40

!.%0 0.!%

0."0 0.4%

".!% #.4

20.#$


.00 .00

#.00 22.40

%.%0 0.!%

0."0 0.4%

.%% !.%%

8.0


.00 .00

8.%0 24.80

%.20 0.!%

0."0 0.4%

".2! #.2%

20.%


.00 .00

!.00 2.40

!.00 0.!%

0."0 0.4%

0.80 !.2!

#.0!


.00 .00

!.00 $.40

%.00 0.!%

0."0 0.4%

$.00 %.!#

4.!#


.00 .00

#.00 2.!0

%.0 0.!%

0."0 0.4%

0.# !."2

#.0"


.00 .00

8.%0 22.%0

8."0 0.!%

0."0 0.4%

2.# !.%8

2#.#%


.00 .00

8.%0 2.%0

#.80 0.!%

0."0 0.4%

$.8$ !.2$

2!.8


.00 .00

!.00 2.20

%.$0 0.!%

0."0 0.4%

0.!2 !.20

!.82


.00 .00

!.00 2".!0

#.0 0.!%

0."0 0.4%

2.#8 !.$0

$.!8


.00 .00

#.00 2.80

%.20 0.!%

0."0 0.4%

0.$2 !."8

#."0


.00 .00

!.00 $.40

%.00 0.!%

0."0 0.4%

$.00 %.!#

4.!#

BADEN A7".80 2 LOSA U9A

.00 .00

!.00 20.00

%."0 0.!%

0."0 0.4%

$.%4 %.8%

%."$

!"3 BADEN !"3!"2 AFIRMADO 6 9 %& CM TRAMO : P&u'&r - M&r&( CALCULADO POR : R. Ro)r*ue,

PROGRESIVA 00!560.00 02!$20.00 03!5%%.60 05!60.00 06!000.00 0!210.00 0%!230.00 0%!35.00 0%!$$5.00 0$!150.00 0$!440.00 10!06%.00 10!234.0


DESCRIPCIÓN

LOSA + U9A LOSA + U9A LOSA + U9A LOSA + U9A LOSA + U9A LOSA + U9A LOSA + U9A LOSA + U9A LOSA + U9A LOSA + U9A LOSA + U9A LOSA + U9A LOSA + U9A

N° DE VECES

.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00


DIMENSIONES LARGO ANCHO ALTURA ( ml ) ( ml ) ( ml ) #.00 !.%0 #.00 %.%0 8.%0 %.20 !.00 !.00 !.00 %.00 #.00 %.0 8.%0 8."0 8.%0 #.80 !.00 %.$0 !.00 #.0 #.00 %.20 !.00 %.00 !.00 %."0

AREA PARCIAL ( m2 ) 4%.%0 "8.%0 44.20 "!.00 "0.00 "%.#0 #0.%% !!."0 "%.40 42.!0 "!.40 "0.00 ".80

!"3!"3 ENCOFRADO # DESENCOFRADO TRAMO : P&u'&r - M&r&( CALCULADO POR : R. Ro)r*ue,

PROGRESIVA

00!560.00

02!$20.00

03!5%%.60

05!60.00

06!000.00

0!210.00

0%!230.00

0%!35.50

0%!$$5.00

0$!150.00

0$!440.00

10!06%.00

10!234.0


DESCRIPCIÓN

N° DE VECES


DIMENSIONES LARGO ANCHO ALTURA ( ml ) ( ml ) ( ml )

AREA PARCIAL ( m3 )

AREA TOTAL/:M ( m3 )


.00 .00

2#.00 2#.00

0."0 0.4%

8.0 2.%

20.2%


.00 .00

2%.00 2%.00

0."0 0.4%

#.%0 .2%

8.#%


.00 .00

2#.40 2#.40

0."0 0.4%

8.22 2.""

20.%%


.00 .00

24.00 24.00

0."0 0.4%

#.20 0.80

8.00


.00 .00

22.00 22.00

0."0 0.4%

!.!0 $.$0

!.%0


.00 .00

24.20 24.20

0."0 0.4%

#.2! 0.8$

8.%


.00 .00

"".!0 "".!0

0."0 0.4%

0.08 %.2

2%.20


.00 .00

"2.!0 "2.!0

0."0 0.4%

$.#8 4.!#

24.4%


.00 .00

2".80 2".80

0."0 0.4%

#.4 0.#

#.8%


.00 .00

2!.20 2!.20

0."0 0.4%

#.8! .#$

$.!%


.00 .00

24.40 24.40

0."0 0.4%

#."2 0.$8

8."0


.00 .00

22.00 22.00

0."0 0.4%

!.!0 $.$0

!.%0


.00 .00

22.!0 22.!0

0."0 0.4%

!.#8 0.#

!.

%$ !"3 BADEN !"3!" CONCRETO SIMPLE F;C9 %& :G/CM2 TRAMO : P&u'&r - M&r&( CALCULADO POR : R. Ro)r*ue,

PROGRESIVA

00!560.00

02!$20.00

03!5%%.60

05!60.00

06!000.00

0!210.00

0%!230.00

0%!35.50

0%!$$5.00

0$!150.00

0$!440.00

10!06%.00

10!234.0


DESCRIPCIÓN

N° DE VECES





.00 .00

#.00 24.40

!.%0 0.!%

0."0 0."0

".!% 4.#!

8.4


.00 .00

#.00 22.40

%.%0 0.!%

0."0 0."0

.%% 4."#

%.$2


.00 .00

8.%0 24.80

%.20 0.!%

0."0 0."0

".2! 4.84

8.0


.00 .00

!.00 2.40

!.00 0.!%

0."0 0."0

0.80 4.#

4.$#


.00 .00

!.00 $.40

%.00 0.!%

0."0 0."0

$.00 ".#8

2.#8


.00 .00

#.00 2.!0

%.0 0.!%

0."0 0."0

0.# 4.2

4.$2


.00 .00

8.%0 22.%0

8."0 0.!%

0."0 0."0

2.# 4."$

2%.%%


.00 .00

8.%0 2.%0

#.80 0.!%

0."0 0."0

$.8$ 4.$

24.08


.00 .00

!.00 2.20

%.$0 0.!%

0."0 0."0

0.!2 4."

4.#%


.00 .00

!.00 2".!0

#.0 0.!%

0."0 0."0

2.#8 4.!0

#."8


.00 .00

#.00 2.80

%.20 0.!%

0."0 0."0

0.$2 4.2%

%.#


.00 .00

!.00 $.40

%.00 0.!%

0."0 0."0

$.00 ".#8

2.#8


.00 .00

!.00 20.00

%."0 0.!%

0."0 0."0

$.%4 ".$0

".44

!"3!"& ALIVIADERO DE PIEDRA EMBO
PROGRESIVA

00!560.00 02!$20.00 03!5%%.60 05!60.00 06!000.00 0!210.00 0%!230.00 0%!35.50 0%!$$5.00 0$!150.00 0$!440.00 10!06%.00 10!234.0


DESCRIPCIÓN

B&); B&); B&); B&); B&); B&); B&); B&); B&); B&); B&); B&); B&);

)e )e )e )e )e )e )e )e )e )e )e )e )e

#.00
N° DE VECES

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00


DIMENSIONES LARGO ANCHO Al7=4( ml ) ( ml ) ( ml )

#.00 #.00 8.%0 !.00 !.00 #.00 8.%0 8.%0 !.00 !.00 #.00 !.00 !.00

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

AREA PARCIAL ( m2 )

28.00 28.00 "4.00 24.00 24.00 28.00 "4.00 "4.00 24.00 24.00 28.00 24.00 24.00

!"3!"' MURO DE CONFINAMIENTO DE BADENES TRAMO : P&u'&r - M&r&( CALCULADO POR : R. Ro)r*ue,

PROGRESIVA

0%!230.00

0%!35.50


DESCRIPCIÓN

B&); )e 8.%0<8."0 C*e;=&'*>; Cuerpo B&); )e 8.%0<#.80 C*e;=&'*>; Cuerpo

N° DE VECES


DIMENSIONES LARGO ANCHO Al7=4( ml ) ( ml ) ( ml )

VOLUMEN PARCIAL ( m3 )

VOLUMEN TOTAL ( m3 )

.00 .00

8.%0 8.%0

2.0 0.28

0.40 2.0

#.4 %.00

2.4

.00 .00

8.%0 8.%0

4.80 0.4"

0.#0 %."0

28.%! $."#

4#.$"

!"!"% RESUMEN CONFORMACION DE CUNETAS EN MATERIAL NO CLASIFICADO

TRAMO : P&u'&r - M&r&( CALCULADO POR : R. Ro)r*ue,

ITEM .00 2.00

APROBADO POR :L. P&u'&r M.

PRO?RESIVA INICIO 1INAL 00+000.00 0+000.00 TOTAL

0+000.00 02+000.00

LON?ITUD  M  %$.8! !"4."% 322'!2%

Metrado Alcantarilla TMC 72

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