Metrados Eia

8/18/2019 Metrados Eia

1/40

HOJA DE METRADOS

PROYECTO

DISTRITO : SANTA MARIA DEL VALLE

PROVINCIA : HUANUCO

REGION : HUANUCO

METRADO : DECLARACION DE IMPACTO AMBIENTAL

PARTIDA DESCRIPCIÓN U

01 DECLARATORIA DE IMPACTO AMBIENTAL

01.01 MEDIDAS DE PREVENCION

01.01.01 EDUCACIÓN ANBIENTAL

01.01.01.01 CHARLA AL PERSONAL DE OBRA

01.01.01.02 CHARLA A LA COMUNIDAD

01.01.01.03 CHARLA A LOS ESTUDIANTES

01.01.01.04 BOLETINES TECNICOS AMBIENTALES

01.01.01.05 AFICHES AMBIENTALES FULL COLOR 1.00 x 0.0 DUPLE! "CALENDARIO#

01.01.01.0$ POLOS CON LO%OTIPO AMBIENTAL

01.01.02 SE&ALI'ACIÓN

01.01.02.01 LETREROS DE UBICACIÓN

01.01.02.02 LETREROS AMBIENTALES

01.01.02.03 CINTAS DE SE%URIDAD

01.02 MEDIDAS DE MITI%ACIÓN

01.02.01 BOTADEROS

01.02.01.01 HABILITACION DE BOTADEROS

01.02.01.02 REVE%ETACION DEL BOTADERO CON PASTO NATIVO DE LA 'ONA

01.02.02 MICRO RELLENO SANITARIO

01.02.02.01 LIMPIE'A DE TERRENO MANUAL

01.02.02.02 TRA'O) NIVEL * REPLANTEO PRELIMINAR

01.02.02.03 E!CAVACION PARA DE 'AN+A PARA MICRO RELLENO SANITARIO01.02.02.04 INSTALACION DE LETRINAS

01.02.02.05 CLAUSURA DE LETRINAS

01.02.03 AREAS VERDES

01.02.03.01 ADECUACION * PREPARACIÓN DEL TERRENO

01.02.03.02 SEMBRADO DE %RASS

: MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS DE LA INSTITUCION EDUCATIVA INTEGRAD

PROVINCIA DE HUANUCO, REGION DE HUANUCO


2/40

01.02.03.03 SEMBRADO DE PLANTONES FORESTALES

01.03 MEDIDAS DE CONTROL

01.03.01 CONTENEDOR DE BASURA METALICO TIPO BASCULANTE SE%UN DISE&O

01.04 PRO%RAMA DE CONTIN%ENCIA01.04.01 E!TIN%UIDORES DE $ ,-

01.04.02 BOTIUIN


3/40

MEDIDASPARCIAL TOTAL

AREA VOLUMEN

8.00 8.008.00 8.008.00 8.00

1)000.00 1000.001)000.00 1000.00150.00 150.00

2.00 2.004.00 4.001.00 1.00

500.00 500.00500.00 500.00

15 15.00 15.0015 15.00 15.00

12.5 12.50 12.502.00 2.002.00 2.00

18/2.4 43.10 43.1018/2.4 1)8/2.40 18/2.40

SANTA MARIA DEL VALLE ,


4/40

50.00 50.00

8.00 8.000.00 0.00

2.00 2.002.00 2.00


5/40

4.02 ALCANTARILLAS

04.02.02 RELLENO Y COMPACTADO MANUAL MATERIAL PROPIO

TRAMO : VILLA AMERICA - ALTO IZCOZACIN

CALCULADO : REVISADO POR :

PROGRESIVA DESCRIPCIÓN

DIMENSION

LARGO ANCHO

( ml ) ( ml )

00+800.00 24 Cuerpo 1.00 .18 1.20

0!+1"".00 24 Cuerpo 1.00 .18 1.20

04+10.00 24 Cuerpo 1.00 .18 1.20

0+#28.00 ! Cuerpo 1.00 .18 1.$0

0"+44$.00 24 Cuerpo 1.00 .18 1.20

TOTAL

DIAMETRO

( Ø )

N° DE

VECES


6/40

APRO%ADO POR :

S VOLUMEN VOLUMEN

ALTURA PARCIAL PARCIAL/ALC

( ml ) ( m3 ) ( m3 )

1.10 8.1 8.1

1.10 8.1 8.1

1.10 8.1 8.1

1.40 12.#8 12.#8

1.10 8.1 8.1

45.61


7/40

METRADO DE ENCOFRADO

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

CALCULADO POR : R. Ro)r*ue, REVISADO POR : . Le/& C.

PROGRESIVA DESCRIPCIÓN N° DE VECESDIMENSIONES

LARGO ALTURA

( ml ) ( ml )

0005.50 48

ZAPATA 2.00 2.!1 0.!0

2.00 2."0 0.!0

2.00 0."$ 0.!0

1.00 1.44 0.!0

1.00 2.20 0.!0

BUZON

PARED INTERIOR 1.00 $.00 1.82

PARED ETERIOR 1.00 8.20 1.82

ONDO 1.00 10.0 0.20

MURO

RONTAL 1.00 1.2 !.#$

POSTERIOR 1.00 2.02 !.#$

ALA RONTAL 2.00 2.20 2.48

ALA POSTERIOR 2.00 2.40 2.48

ALA TAPA 2.00 0.!$ 1.00PI D3254

AREA CIRCULO -4.00 !.14 0.!"

01$40.00 $0

ZAPATA 2.00 !.04 0.!0

2.00 2.1 0.!0

2.00 0."$ 0.!0

1.00 1."$ 0.!0

1.00 2.0 0.!0

BUZONPARED INTERIOR 1.00 .4 2.12

PARED ETERIOR 1.00 #.04 2.12

ONDO 1.00 12.24 0.20

MURO

RONTAL 1.00 1.#2 2.12

POSTERIOR 1.00 2.!$ 2.12

ALA RONTAL 2.00 2.$0 1.$

ALA POSTERIOR 2.00 2.8 1.$

ALA TAPA 2.00 0.!$ 1.00

PI D3254

AREA CIRCULO -4.00 !.14 0.$8

DIAMETRO

( Ø )


8/40




PROGRESIVA DESCRIPCIÓN N° DE VECES

DIMENSIONES

LARGO ALTURA( ml ) ( ml )

DIAMETRO

( Ø )

2.00 2."0 0.!0

2.00 0."$ 0.!0

1.00 1.44 0.!0

1.00 2.20 0.!0

BUZON



ONDO 1.00 10.0 0.20MURO

RONTAL 1.00 1.2 1.80

POSTERIOR 1.00 2.02 1.80

ALA RONTAL 2.00 2.20 1.40


ALA TAPA 2.00 0.!$ 1.00

PI D3254

AREA CIRCULO -4.00 !.14 0.!"

02+$#0.00 48

ZAPATA 2.00 2.!1 0.!0

2.00 2."0 0.!0

2.00 0."$ 0.!0

1.00 1.44 0.!0

1.00 2.20 0.!0

BUZON



ONDO 1.00 10.0 0.20

MURO

RONTAL 1.00 1.2 1.82

POSTERIOR 1.00 2.02 1.82

ALA RONTAL 2.00 2.20 1.41


ALA TAPA 2.00 0.!$ 1.00

PI D3254

AREA CIRCULO -4.00 !.14 0.!"

0!+100.00 !

ZAPATA 2.00 1.!2 0.!02.00 1.# 0.!0

2 00 0 $ 0 !0


9/40





DIMENSIONES


DIAMETRO

( Ø )

BUZON

PARED INTERIOR 1.00 $.42 1.$0

PARED ETERIOR 1.00 1.#8 1.$0

ONDO 1.00 11.00 0.20

MURO

RONTAL 1.00 1.14 1.8"

POSTERIOR 1.00 1.4 1.8"

ALA RONTAL 2.00 1.20 1.44ALA POSTERIOR 2.00 1.42 1.44

ALA TAPA 2.00 0.2$ 1.00

PI D3254

AREA CIRCULO -4.00 !.14 0.21


10/40





DIMENSIONES


DIAMETRO

( Ø )

0!+#"0.00 48

ZAPATA 2.00 2.!1 0.!0

2.00 2."0 0.!0

2.00 0."$ 0.!0

1.00 1.44 0.!0

1.00 2.20 0.!0

BUZON

PARED INTERIOR 1.00 $.00 1.82PARED ETERIOR 1.00 8.20 1.82

ONDO 1.00 10.0 0.20

MURO

RONTAL 1.00 1.2 1.82

POSTERIOR 1.00 2.02 1.82

ALA RONTAL 2.00 2.20 1.41


ALA TAPA 2.00 0.!$ 1.00

PI D3254

AREA CIRCULO -4.00 !.14 0.!"

04+$80.00 48

ZAPATA 2.00 2.!1 0.!0

2.00 2."0 0.!0

2.00 0."$ 0.!0

1.00 1.44 0.!0

1.00 2.20 0.!0

BUZON



ONDO 1.00 10.0 0.20

MURO

RONTAL 1.00 1.2 2.0!

POSTERIOR 1.00 2.02 2.0!

ALA RONTAL 2.00 2.20 1.$2

ALA POSTERIOR 2.00 2.40 1.$2

ALA TAPA 2.00 0.!$ 1.00

PI D3254

AREA CIRCULO -4.00 !.14 0.!"0$+4$0.00 48

ZAPATA 2 00 2 !1 0 !0


11/40





DIMENSIONES


DIAMETRO

( Ø )

1.00 1.44 0.!0

1.00 2.20 0.!0

BUZON



ONDO 1.00 10.0 0.20

MURO

RONTAL 1.00 1.2 1.82POSTERIOR 1.00 2.02 1.82

ALA RONTAL 2.00 2.20 1.41


ALA TAPA 2.00 0.!$ 1.00

PI D3254

AREA CIRCULO -4.00 !.14 0.!"

0+!40.00 !

ZAPATA 2.00 1.!2 0.!0

2.00 1.# 0.!0

2.00 0.$ 0.!0

1.00 1.14 0.!0

1.00 1.#4 0.!0

BUZON



ONDO 1.00 11.00 0.20

MURO

RONTAL 1.00 1.14 1.$!

POSTERIOR 1.00 1.4 1.$!ALA RONTAL 2.00 1.20 1.2"

ALA POSTERIOR 2.00 1.42 1.2"

ALA TAPA 2.00 0.2$ 1.00

PI D3254

AREA CIRCULO -4.00 !.14 0.21

0+"00.00 !

ZAPATA 2.00 1.!2 0.!0

2.00 1.# 0.!0

2.00 0.$ 0.!01.00 1.14 0.!0

1 00 1 #4 0 !0


12/40





DIMENSIONES


DIAMETRO

( Ø )


ONDO 1.00 11.00 0.20

MURO

RONTAL 1.00 1.14 1.$!

POSTERIOR 1.00 1.4 1.$!

ALA RONTAL 2.00 1.20 1.2"


ALA TAPA 2.00 0.2$ 1.00PI D3254

AREA CIRCULO -4.00 !.14 0.21


13/40





DIMENSIONES


DIAMETRO

( Ø )

08+010.00 !

ZAPATA 2.00 1.!2 0.!0

2.00 1.# 0.!0

2.00 0.$ 0.!0

1.00 1.14 0.!0

1.00 1.#4 0.!0

BUZON

PARED INTERIOR 1.00 $.42 1.$1PARED ETERIOR 1.00 1.#8 1.$1

ONDO 1.00 11.00 0.20

MURO

RONTAL 1.00 1.14 1.$!

POSTERIOR 1.00 1.4 1.$!

ALA RONTAL 2.00 1.20 1.2"


ALA TAPA 2.00 0.2$ 1.00

PI D3254

AREA CIRCULO -4.00 !.14 0.21

0#+0.00 !

ZAPATA 2.00 1.!2 0.!0

2.00 1.# 0.!0

2.00 0.$ 0.!0

1.00 1.14 0.!0

1.00 1.#4 0.!0

BUZON



ONDO 1.00 11.00 0.20

MURO

RONTAL 1.00 1.14 2.!$POSTERIOR 1.00 1.4 2.!$ALA RONTAL 2.00 1.20 1.8ALA POSTERIOR 2.00 1.42 1.8ALA TAPA 2.00 0.2$ 1.00

PI D3254AREA CIRCULO -4.00 !.14 0.21

0#+#!0.00 ! ZAPATA 2.00 1.!2 0.!02.00 1.# 0.!0


14/40





DIMENSIONES


DIAMETRO

( Ø )1.00 1.#4 0.!0

BUZON



ONDO 1.00 11.00 0.20

MURO

RONTAL 1.00 1.14 1.$!POSTERIOR 1.00 1.4 1.$!

ALA RONTAL 2.001.20 1.2"

ALA POSTERIOR 2.00 1.42 1.2"ALA TAPA 2.00 0.2$ 1.00

PI D3254AREA CIRCULO -4.00 !.14 0.21


15/40

APRO%ADO POR : L. P&u'&r M.

AREA AREAPARCIAL PARCIAL/ALC

( m2 ) ( m2 )

1.!#

1.2

0.4$

0.4!

0.

#.10

14.#2

2.12

.40

".#8

10.#1

11.#0

0."0

-4.$ !.#4

1.82

1.$"

0.4$

0.$!

0."8

14.08

1#.1

2.4$

4.0"

4.#8

".80

8.!

0."0

-".2# $#.4


16/40


AREA AREA

PARCIAL PARCIAL/ALC( m2 ) ( m2 )

1.2

0.4$

0.4!

0.

#.10

14.#2

2.12

2.#2

!.4

.1

."2

0."0

-4.$ 4.1"

1.!#

1.2

0.4$

0.4!

0.

#.10

14.#2

2.12

2.#$

!.8

.20

.""

0."0

-4.$ 4.!4

0."#1.01

0 !#


17/40


AREA AREA


8.1!

2.#"

2.20

2.1!

!.0"

!.44.0#

0.$0

-2.4 2".0!


18/40


AREA AREA


1.!#

1.2

0.4$

0.4!

0.

#.1014.#2

2.12

2.#$

!.8

.20

.""

0."0

-4.$ 4.!4

1.!#

1.2

0.4$

0.4!

0.

#.10

14.#22.12

!.2#

4.10

.#

".!0

0."0

-4.$ 48.12

1 !#


19/40


AREA AREA


0.4!

0.

#.10

14.#2

2.12

2.#$!.8

.20

.""

0."0

-4.$ 4.!4

0."#

1.01

0.!#

0.!4

0.$8

8.1!

2.#"

2.20

1."4

2.$1!.0$

!.1

0.$0

-2.4 2$.1#

0."#

1.01

0.!#0.!4

0 $8


20/40


21/40


AREA AREA


0."#

1.01

0.!#

0.!4

0.$8

8.182.##

2.20

1."4

2.$1

!.0$

!.1

0.$0

-2.4 2$.2

0."#

1.01

0.!#

0.!4

0.$8

8.18

2.##2.20

2.8

!.8$

4.0!

4.""

0.$0

-2.4 2#.#

0."#

1.01


22/40


AREA AREA


0.$8

8.18

2.##

2.20

1."4

2.$1

!.0$

!.1

0.$0

-2.4 2$.2


23/40

!"" OBRAS DE ARTE # DRENA$E

!"2 RESUMEN DE METRADOS ALCANTARILLAS METALICAS TMC


CALCULADO POR : R. Ro)r*ue, Re/*6&)o : . Le/& C.

PROGRESIVA !"2!"% !"2!"2 !"2!"3 !"2!" !"2!"& !"2!"'E*+*,-. ALC TMC Ø 3' ALC TMC Ø 0 ALC TMC Ø '" E.-1*- C-.45-( m3 ) ( ml ) ( ml ) ( ml ) ( m2 ) ( m3 )

00+"0$.$0 !!.!1 .40 !.#4 1$.0201+40.00 "2.# $.0 $#.4 1$.10

TOTAL %"'!"" "!"" '!" &!'" %23!" 3"!%2


24/40


!"2!"6 !"2!"0 !"2!"7S-l*- l,+,*4 R4ll4.-( m2 ) ( m2 ) ( m3 )

12.!4 $.08 1.041$.$ . $4.#

26!77 %%!6 6"!63


25/40

!"3 BADEN

!"3!"% E8CAVACIÓN NO CLASIFICADA PARA ESTRUCTURAS




LARGO ANCHO ALTUR( ml ) ( m2 ) ( ml

005$0.00%ADEN A74$.$0 2LOSA 1.00 ".00 .$0 0.!0

U9A 1.00 24.40 0.$ 0.4$

02/20.00%ADEN A7!8.$0 2LOSA 1.00 ".00 $.$0 0.!0U9A 1.00 22.40 0.$ 0.4$

03588.$0%ADEN A744.20 2LOSA 1.00 8.$0 $.20 0.!0U9A 1.00 24.80 0.$ 0.4$

05$0.00%ADEN A7!.00 2LOSA 1.00 .00 .00 0.!0U9A 1.00 21.40 0.$ 0.4$

0$000.00%ADEN A7!0.00 2LOSA 1.00 .00 $.00 0.!0U9A 1.00 1#.40 0.$ 0.4$

0210.00%ADEN A7!$."0 2LOSA 1.00 ".00 $.10 0.!0U9A 1.00 21.0 0.$ 0.4$

08230.00%ADEN A7"0.$$ 2LOSA 1.00 8.$0 8.!0 0.!0U9A 1.00 22.$0 0.$ 0.4$

0835.00%ADEN A7.!0 2LOSA 1.00 8.$0 ".80 0.!0

U9A 1.00 21.$0 0.$ 0.4$

%ADEN A !$ 40 2


26/40

U9A 1.00 21.20 0.$ 0.4$

0/150.00 %ADEN A742.0 2

LOSA 1.00 .00 ".10 0.!0U9A 1.00 2!.0 0.$ 0.4$

0/440.00%ADEN A7!.40 2LOSA 1.00 ".00 $.20 0.!0U9A 1.00 21.80 0.$ 0.4$

100$8.00%ADEN A7!0.00 2LOSA 1.00 .00 $.00 0.!0U9A 1.00 1#.40 0.$ 0.4$

10234.0%ADEN A7!1.80 2LOSA 1.00 .00 $.!0 0.!0U9A 1.00 20.00 0.$ 0.4$


27/40

!"3 BADEN

!"3!"2 AFIRMADO 4 9 %& CM




LARGO ANCHO ALTUR( ml ) ( ml ) ( ml

005$0.00 LOSA + U9A 1.00 ".00 .$002/20.00 LOSA + U9A 1.00 ".00 $.$003588.$0 LOSA + U9A 1.00 8.$0 $.2005$0.00 LOSA + U9A 1.00 .00 .000$000.00 LOSA + U9A 1.00 .00 $.000210.00 LOSA + U9A 1.00 ".00 $.1008230.00 LOSA + U9A 1.00 8.$0 8.!00835.00 LOSA + U9A 1.00 8.$0 ".8008//5.00 LOSA + U9A 1.00 .00 $.#00/150.00 LOSA + U9A 1.00 .00 ".100/440.00 LOSA + U9A 1.00 ".00 $.20

100$8.00 LOSA + U9A 1.00 .00 $.0010234.0 LOSA + U9A 1.00 .00 $.!0

!"3!"3 ENCOFRADO # DESENCOFRADO




LARGO ANCHO ALTUR( ml ) ( ml ) ( ml

005$0.00%ADEN A74$.$0 2LOSA 1.00 2".00 0.!0U9A 1.00 2".00 0.4$

02/20 00%ADEN A7!8.$0 2


28/40

03588.$0%ADEN A744.20 2LOSA 1.00 2".40 0.!0U9A 1.00 2".40 0.4$

05$0.00%ADEN A7!.00 2LOSA 1.00 24.00 0.!0U9A 1.00 24.00 0.4$

0$000.00%ADEN A7!0.00 2LOSA 1.00 22.00 0.!0U9A 1.00 22.00 0.4$

0210.00

%ADEN A7!$."0 2

LOSA 1.00 24.20 0.!0U9A 1.00 24.20 0.4$

08230.00%ADEN A7"0.$$ 2LOSA 1.00 !!.0 0.!0U9A 1.00 !!.0 0.4$

0835.50%ADEN A7.!0 2LOSA 1.00 !2.0 0.!0

U9A 1.00 !2.0 0.4$

08//5.00%ADEN A7!$.40 2LOSA 1.00 2!.80 0.!0U9A 1.00 2!.80 0.4$

0/150.00 %ADEN A742.0 2LOSA 1.00 2.20 0.!0U9A 1.00 2.20 0.4$

0/440.00%ADEN A7!.40 2LOSA 1.00 24.40 0.!0U9A 1.00 24.40 0.4$

100$8.00%ADEN A7!0.00 2LOSA 1.00 22.00 0.!0U9A 1.00 22.00 0.4$

10234.0 %ADEN A7!1.80 2LOSA 1.00 22.0 0.!0

9


29/40

!"3 BADEN

!"3!" CONCRETO SIMPLE F:C9 %6& ;G/CM2




LARGO ANCHO ALTUR( ml ) ( m2 ) ( ml

005$0.00%ADEN A74$.$0 2LOSA 1.00 ".00 .$0 0.!0U9A 1.00 24.40 0.$ 0.!0

02/20.00%ADEN A7!8.$0 2LOSA 1.00 ".00 $.$0 0.!0U9A 1.00 22.40 0.$ 0.!0

03588.$0%ADEN A744.20 2LOSA 1.00 8.$0 $.20 0.!0U9A 1.00 24.80 0.$ 0.!0

05$0.00%ADEN A7!.00 2LOSA 1.00 .00 .00 0.!0U9A 1.00 21.40 0.$ 0.!0

0$000.00%ADEN A7!0.00 2LOSA 1.00 .00 $.00 0.!0U9A 1.00 1#.40 0.$ 0.!0

0210.00%ADEN A7!$."0 2LOSA 1.00 ".00 $.10 0.!0

U9A 1.00 21.0 0.$ 0.!0

08230.00%ADEN A7"0.$$ 2LOSA 1.00 8.$0 8.!0 0.!0U9A 1.00 22.$0 0.$ 0.!0

0835.50%ADEN A7.!0 2LOSA 1.00 8.$0 ".80 0.!0U9A 1.00 21.$0 0.$ 0.!0

08//5.00%ADEN A7!$.40 2LOSA 1 00 00 $ #0 0 !0


30/40

0/150.00 %ADEN A742.0 2LOSA 1.00 .00 ".10 0.!0U9A 1.00 2!.0 0.$ 0.!0

0/440.00%ADEN A7!.40 2LOSA 1.00 ".00 $.20 0.!0U9A 1.00 21.80 0.$ 0.!0

100$8.00%ADEN A7!0.00 2LOSA 1.00 .00 $.00 0.!0U9A 1.00 1#.40 0.$ 0.!0

10234.0

%ADEN A7!1.80 2

LOSA 1.00 .00 $.!0 0.!0U9A 1.00 20.00 0.$ 0.!0

!"3!"& ALIVIADERO DE PIEDRA EMBO


31/40

!"3!"& ALIVIADERO DE PIEDRA EMBO; 1.00 8.$0 2.10 0.40

Cuerpo 1.00 8.$0 0.28 2.10

0835.50

%&); )e 8.$0


32/40


VOLUMEN VOLUMENPARCIAL POR ALC( m3 ) ( m3 )

1!.$

".14 20."#

11.$$.$$ 18.10

1!.2".2$ 20.$1

10.80.2 1".0

#.00$." 14."

10."1.!2 1".0!

21.1".$8 2"."$

1#.8#

.2# 2.18


33/40

.20 1.82

12."8.#0 1#.8

10.#2.!8 1".!0

#.00$." 14."

#.$4$.8$ 1$.!#


34/40


AREAPARCIAL( m2 )4$.$0!8.$044.20!.00!0.00!$."0"0.$$.!0!$.4042.0!.40

!0.00!1.80


AREA AREAPARCIAL TOTAL/;M( m3 ) ( m3 )

8.1012.1$ 20.2$


35/40

8.2212.!! 20.$$

".2010.80 18.00

.0#.#0 1.$0

".210.8# 18.1$

10.081$.12 2$.20

#."8

14." 24.4$

".1410."1 1".8$

".811."# 1#.$

".!210.#8 18.!0

.0#.#0 1.$0

."8


36/40


VOLUMEN VOLUMENPARCIAL POR ALC( m3 ) ( m3 )

1!.$4." 18.41

11.$$4.!" 1$.#2

1!.24.84 18.10

10.804.1" 14.#"

#.00!."8 12."8

10."1

4.21 14.#2

21.1"4.!# 2$.$$

1#.8#4.1# 24.08

10 2


37/40

12."84.0 1".!8

10.#24.2$ 1$.1"

#.00!."8 12."8

#.$4!.#0 1!.44


AREAPARCIAL

( m2 )

28.0028.00!4.0024.0024.00

28.00!4.00!4.0024.0024.0028.0024.0024.00


38/40


AREA

PARCIAL

( m2 )

PARCIAL TOTAL

( m3 ) ( m3 )

".14

$.00 12.14

28.$1#.!" 4".#!


39/40

!"!"% RESUMEN CONFORMACION DE CUNETAS

EN MATERIAL NO CLASIFICADO


CALCULADO POR : R. Ro)r*ue, APRO%ADO POR :L. P&u'&r M.

ITEMPRO?RESIVA LON?ITUD

INICIO INAL M

1.00 00+000.00 01+000.00 1$#1.82.00 01+000.00 02+000.00 1!4.!$

TOTAL 322'!2%


40/40

4800 40804800 4080

5/00 50151500150015008$545005000

34.$5$2.5

15.430.$533.512.

124.58

54.233.54.5

32.3.51$.5

18/2.48

Metrados Eia

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