planilla de metrados ubs

7/25/2019 PLANILLA DE METRADOS UBS

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HOJA DE METRADOS

PROYECTO: INSTALACION DE SERVICIOS BASICOS DE AGUA POTABLE Y LETRINAS ECOLOGICAS EN LA C.C. YAPUTIRA, SECTORES PAJCHANI, HUARACUYO, SUCASUCANI, MICAYANI, HUICHOCOLLO Y C.P. MACHACMARCA

SUBPRESUP : INSTALACION DE SERVICIOS BASICOS DE LETRINAS ECOLOGICAS EN LA C.C. YAPUTIRA, SECTORES PAJCHANI, HUARACUYO, SUCASUCANI, MICAYANI, HUICHOCOLLO Y C.P. MACHACMARCA

ITEM DESCRIPCION UNIDADNº DE ELEMENTOS

MODUL. CANT. LARGO ANCHO ALTURA COEF.

01.00 INSTALACION DE LETRINAS EN LA C.C. YAPUTIRA

01.01 MODULO BASICO DE U.B.S. PARA VIVIENDAS (202 UND) Y C.E. (2X2C.E.)

01.01.01 SS.HH. - TRAZO, NIVELES Y REPLANTEO PRELIMINAR m2

SS.HH. 202.00 1.00 2.20 2.20

ESCALONES 202.00 1.00 1.00 1.00

UBS PARA CENTROS EDUCATIVOS

SS.HH. 4.00 1.00 4.25 2.50

ESCALONES 4.00 2.00 1.00 1.00

01.01.02 SS.HH. - ECAV. DE ZAN!AS P CIMIENTOS CORRIDOS EN TERRENO NORMAL m"

Ejes A, B 202.00 2.00 2.20 0.40 0.50

Ejes 1, 1, 2 202.00 !.00 1.40 0.40 0.50

C"#"e$%& M'(e%e D")"s&( *e C+#+(+ C&#&s%e(+ 202.00 1.00 0.4! 0.40 0.50


Ejes A, B 4.00 2.00 4.25 0.40 0.50

Ejes 1, 1, 2, 2, ! 4.00 5.00 1.40 0.40 0.50

01.01.0" SS.HH. - RELLENO CON MATERIAL PROPIO m" 1.00 "##.21 1."0

01.01.0$ SS.HH. - CIMIENTOS CORRIDOS - CºCº F%C&1$0 'G(CM2 ) "0* P.G. m"

Ejes A, B 202.00 2.00 2.20 0.40 0.50

Ejes 1, 1, 2 202.00 !.00 1.40 0.40 0.50

C"#"e$%& M'(e%e D")"s&( *e C+#+(+ C&#&s%e(+ 202.00 1.00 0.4! 0.40 0.50


Ejes A, B 4.00 2.00 4.25 0.40 0.50

Ejes 1, 1, 2, 2, ! 4.00 5.00 1.40 0.40 0.50

C"#"e$%& M'(e%e D")"s&( *e C+#+(+ C&#&s%e(+ 4.00 2.00 0.4! 0.40 0.50

01.01.0+ SS.HH. - SOBRECIMIENTOS - ENCOFRADO Y DESENCOFRADO m2

S&-(e"#"e$%& /&$+ E%e("&( 202.00 1.00 2.20 2.20 1.10

S&-(e"#"e$%& I$%e("&( /&$+ *e D'+ 3 L+)+*& 202.00 1.00 1.0 0.0 1.10

S&-(e"#"e$%& I$%e("&( /&$+ *e C+#+(+s C&#&s%e(+s 202.00 2.00 0. 0.65 1.10

De((+#e *e P'e(%+s *e C+#+(+s C&#&s%e(+s 202.00 2.00 0.40 0.25 0.40


S&-(e"#"e$%& /&$+ E%e("&( 4.00 1.00 4.25 2.20 1.10

S&-(e"#"e$%& I$%e("&( /&$+ *e D'+ 3 L+)+*& 4.00 2.00 1.0 0.0 1.10

S&-(e"#"e$%& I$%e("&( /&$+ *e C+#+(+s C&#&s%e(+s 4.00 4.00 0. 0.65 1.10

De((+#e *e P'e(%+s *e C+#+(+s C&#&s%e(+s 4.00 4.00 0.40 0.25 0.40

01.01.0 SS.HH. - SOBRECIMIENTOS - CºCº F%C&1$0 'G(CM2 ) 2+* P.M. m"

Ejes A,B 202.00 2.00 2.20 0.25 1.10

Ejes 1, 1, 2 202.00 !.00 1.0 0.25 1.10

M'(e%e D")"s&( *e C+#+(+ C&#&s%e(+ 202.00 1.00 0.65 0.15 1.10

Des'e$%& e$ P'e(%+ *e C+#+(+s C&#&s%e(+s 202.00 2.00 0.40 0.25 0.40


Ejes A, B 4.00 2.00 4.25 0.25 1.10



HOJA DE METRADOS





Ejes 1, 1, 2, 2, ! 4.00 5.00 1.0 0.25 1.10

M'(e%e D")"s&( *e C+#+(+ C&#&s%e(+ 4.00 2.00 0.65 0.15 1.10

Des'e$%& e$ P'e(%+ *e C+#+(+s C&#&s%e(+s 4.00 4.00 0.40 0.25 0.40

01.01.0# SS.HH. - GRADAS EN MAMPOSTERIA DE PIEDRA ASENTADA C(MORT. C:A&1:+ m"

G(+*+s *e M+#&s%e(7+ 202.00 1.00 1.00 0.600


G(+*+s *e M+#&s%e(7+ 4.00 2.00 1.00 0.600

01.01.0 SS.HH. - LOSA FONDO CAMARAS COMPOSTERAS - CºSº F%C&1$0 'G(CM2 ) 2+* P.M. m"

8&$*& C+#+(+s C&#&s%e(+s 202.00 2.00 0. 0.65 0.10


8&$*& C+#+(+s C&#&s%e(+s 4.00 4.00 0. 0.65 0.10

01.01.0 SS.HH. - LOSA SUPERIOR CAMARA COMPOSTERA - HABILIT. Y COLOC. ACERO FY&$200 'G(CM2 /

LOSA COMPOSTERA 202.00 4.00 2.5!0


LOSA COMPOSTERA 4.00 .00 2.5!0

01.01.10 SS.HH. - LOSA SUPERIOR CAMARA COMPOSTERA - F%C&210 'G(CM2 m"

L&s+ C+#+(+ C&#&s%e(+ 202.00 4.00 0.05 0.290


L&s+ C+#+(+ C&#&s%e(+ 4.00 .00 0.05 0.290

01.01.11 SS.HH. - COLUMNAS - HABILIT. Y COLOC. ACERO FY&$200 'G(CM2 /

ACERO EN COLUMNAS 202.00 4.4


ACERO EN COLUMNAS 4.00 2.2

01.01.12 SS.HH. - COLUMNAS - ENCOFRADO Y DESENCOFRADO m2

C&$(e%& e$ C&:'#$+s 202.00 4.00 0.25 0.15 !.00


C&$(e%& e$ C&:'#$+s 4.00 6.00 0.25 0.15 !.00

01.01.1" SS.HH. - COLUMNAS - CONCRETO F%C&1#+ 'G(CM2 m"

C&$(e%& e$ C&:'#$+s 202.00 4.00 0.25 0.15 !.00


C&$(e%& e$ C&:'#$+s 4.00 6.00 0.25 0.15 !.00

01.01.1$ SS.HH. - VIGAS - HABILIT. Y COLOC. ACERO FY&$200 'G(CM2 /ACERO EN VIGAS 202.00 !!.26


ACERO EN VIGAS 4.00 5.21

01.01.1+ SS.HH. - VIGAS - ENCOFRADO Y DESENCOFRADO m2

V";+s Ejes A, B 202.00 2.00 2.20 0.15 0.15

V";+s Ejes 1, 2 202.00 2.00 2.20 0.15 0.15


V";+s Ejes A, B 4.00 2.00 4.25 0.15 0.15

V";+s Ejes 1, 2, ! 4.00 !.00 2.20 0.15 0.15



HOJA DE METRADOS





01.01.1 SS.HH. - VIGAS - CONCRETO F%C&1#+ 'G(CM2 m2

V";+s Ejes A, B 202.00 2.00 2.20 0.15 0.15

V";+s Ejes 1, 2 202.00 2.00 2.20 0.15 0.15


V";+s Ejes A, B 4.00 2.00 2.20 0.15 0.15

V";+s Ejes 1, 2,! 4.00 !.00 2.20 0.15 0.15

01.01.1# SS.HH. - MUROS - ALBAILERIA BLOUETAS $0201+ m2

8++*+ 8(&$%+: 202.00 1.00 1.0 1.90

8++*+ P&s%e("&( 202.00 1.00 1.0 1.90

8++*+ L+%e(+: 202.00 2.00 1.90 1.90

M&e%+s L+%e(+:es 202.00 2.00 ACAD< 0.9!

Re::e$& S&-(e V";+ C&(&$+ 8(&$%+: 3 P&s%e("&( 202.00 2.00 1.0 0.20

Des'e$%& &( P'e(%+ 202.00 1.00 0.0 1.5

Des'e$%& &( Ve$%+$+s L+%e(+:es 202.00 2.00 0.0 0.!5

M'(e%e D")"s&( *e D'+ 202.00 1.00 0.5 1.55


8++*+ 8(&$%+: 4.00 1.00 !.5 1.90

8++*+ P&s%e("&( 4.00 1.00 !.5 1.90

8++*+ L+%e(+: 4.00 2.00 1.90 1.90

M&e%+s L+%e(+:es 4.00 !.00 ACAD< 0.9!

Re::e$& S&-(e V";+ C&(&$+ 8(&$%+: 3 P&s%e("&( 4.00 2.00 !.5 0.20

Des'e$%& &( P'e(%+ 4.00 2.00 0.0 1.5

Des'e$%& &( Ve$%+$+s L+%e(+:es 4.00 2.00 0.0 0.!5

M'(e%e D")"s&( *e D'+ 4.00 2.00 0.5 1.55

01.01.1 SS.HH. - MADERA TORNILLO 234$3 PARA ESTRUCTURAS DE TECHO m

M+*e(+ 2=4= e$ C'e(*+s S'e("&(es 202.00 6.00 1.0

M+*e(+ 2=4= e$ C'e(*+s I$>e("&( 202.00 !.00 1.50


M+*e(+ 2=4= e$ C'e(*+s S'e("&(es 4.00 12.00 1.0

M+*e(+ 2=4= e$ C'e(*+s I$>e("&( 4.00 6.00 1.50

01.01.1 SS.HH. - CORREAS DE MADERA TORNILLO 223 EN TECHOS m

M+*e(+ %&($"::& 22= ?&((e+s *e %e& 202.00 6.00 2.50UBS PARA CENTROS EDUCATIVOS

M+*e(+ %&($"::& 22= ?&((e+s *e %e& 4.00 6.00 4.55

01.01.20 SS.HH. - COBERT. CON CALAMINA GALVANIZADA DE 0.01.0 m2

C&-e(%'(+ Te& e$ SS.HH. @A:+ I'"e(*+ 202.00 1.00 2.60 1.0

C&-e(%'(+ Te& e$ SS.HH. @A:+ De(e+ 202.00 1.00 2.60 1.0


C&-e(%'(+ Te& e$ SS.HH. @A:+ I'"e(*+ 4.00 1.00 4.65 1.0

C&-e(%'(+ Te& e$ SS.HH. @A:+ De(e+ 4.00 1.00 4.65 1.0

01.01.21 SS.HH. - PISOS - FALSO PISO CºSº F%C&1$0 'G(CM2 m"



HOJA DE METRADOS





AREA DE DUCHA Y LAVABO 202.00 1.00 ACAD<

BORDILLO DE DUCHA 202.00 1.00 0.95 0.15 0.15


AREA DE DUCHA Y LAVABO 4.00 2.00 ACAD<

BORDILLO DE DUCHA 4.00 2.00 0.95 0.15 0.15

01.01.22 SS.HH. - ACABADOS - TARRA!EO CON MEZC. C:A&1:+5m m2T+((+je& C+#+(+ C&#&s%e(+ /&$+ E%e("&( 202.00 1.00 2.20 2.20 0.5

Des'e$%& &( T++s *e C+#+(+s C&#&s%e(+s 202.00 2.00 0.40 0.40

Des'e$%& &( Es+:&$es 202.00 1.00 1.00 0.5

M'(&s e$ /&$+ E%e("&( 202.00 1.00 2.20 2.20 2.05

/&$+ S'e("&( + :+ V";+ *e &$>"$+#"e$%& e$ M'(& 8(&$%+: 3 P&s%e("&( 202.00 2.00 2.20 0.20

C+(+ E%e("&( *e :+s M&e%+s 202.00 2.00 ACAD< 0.9!

Des'e$%& &( P'e(%+ 202.00 1.00 1.5 0.0

Des'e$%& &( Ve$%+$+s L+%e(+:es 202.00 2.00 0.0 0.!5

/&$+ I$%e("&( 202.00 1.00 1.90 1.90 2.05

/&$+ S'e("&( + :+ V";+ e$ M'(& 8(&$%+: 3 P&s%e("&( @I$%e("&( 202.00 2.00 1.90 0.25

C+(+ I$%e("&( *e :+s M&e%+s 202.00 2.00 ACAD< 0.

M'(& D")"s&( *e D'+ @C+(+s L+%e(+:es 202.00 2.00 0.5 1.55

M'(& D")"s&( *e D'+ @C+(+s 8(&$%+: 202.00 1.00 0.15 1.55

Des'e$%& &( P'e(%+ @I$%e("&( 202.00 1.00 1.5 0.0

Des'e$%& &( Ve$%+$+s L+%e(+:es @I$%e("&( 202.00 2.00 0.0 0.!5


T+((+je& C+#+(+ C&#&s%e(+ /&$+ E%e("&( 4.00 1.00 4.25 2.20 0.5

Des'e$%& &( T++s *e C+#+(+s C&#&s%e(+s 4.00 4.00 0.40 0.40

Des'e$%& &( Es+:&$es 4.00 2.00 1.00 0.5

M'(&s e$ /&$+ E%e("&( 4.00 1.00 4.25 2.20 2.05

/&$+ S'e("&( + :+ V";+ *e &$>"$+#"e$%& e$ M'(& 8(&$%+: 3 P&s%e("&( 4.00 2.00 4.25 0.20

C+(+ E%e("&( *e :+s M&e%+s 4.00 2.00 ACAD< 0.9!

Des'e$%& &( P'e(%+ 4.00 2.00 1.5 0.0

Des'e$%& &( Ve$%+$+s L+%e(+:es 4.00 2.00 0.0 0.!5

/&$+ I$%e("&( 4.00 1.00 !.0 1.90 2.05

/&$+ S'e("&( + :+ V";+ e$ M'(& 8(&$%+: 3 P&s%e("&( @I$%e("&( 4.00 2.00 !.0 0.25C+(+ I$%e("&( *e :+s M&e%+s 4.00 4.00 ACAD< 0.

M'(& D")"s&( *e D'+ @C+(+s L+%e(+:es 4.00 4.00 0.5 1.55

M'(& D")"s&( *e D'+ @C+(+s 8(&$%+: 4.00 2.00 0.15 1.55

Des'e$%& &( P'e(%+ @I$%e("&( 4.00 2.00 1.5 0.0

Des'e$%& &( Ve$%+$+s L+%e(+:es @I$%e("&( 4.00 2.00 0.0 0.!5

01.01.2" SS.HH. - ACABADOS - VESTIDURA DE DERRAMES m6

De((+#es e$ P'e(%+ 202.00 1.00 0.0 1.5

De((+#es e$ Ve$%+$+s 202.00 2.00 0.0 0.!5




HOJA DE METRADOS





De((+#es e$ P'e(%+ 4.00 2.00 0.0 1.5

De((+#es e$ Ve$%+$+s 4.00 2.00 0.0 0.!5

01.01.2$ SS.HH. - ACABADOS - TARRA!EO Y PULIDO CON MEZC. C:A&1:2 m2

E$ P"s&s

AREA DE DUCHA Y LAVABO 202.00 1.00 ACAD< 2.06


E$ P"s&s

AREA DE DUCHA Y LAVABO 4.00 1.00 ACAD< 2.06

01.01.2+ SS.HH. - SUM. Y COLOC. DE PUERTA S(DISEO 789

P'e(%+s T"& 1 202.00 1.00


P'e(%+s T"& 1 4.00 2.00

01.01.2 SS.HH. - SUM. Y COLOC. DE VENTANAS DE MADERA S(DIS. 789

Ve$%+$+s T"& 1 202.00 2.00


Ve$%+$+s T"& 1 4.00 2.00

01.01.2# SS.HH. - SUM. Y COLOC. DE MALLA MOSUITERA METALICA m2

M+::+ M&s'"%e(+ Me%+:"+ e$ Ve$%+$+s T"& 1 202.00 2.00 0.0 0.!5


M+::+ M&s'"%e(+ Me%+:"+ e$ Ve$%+$+s T"& 1 4.00 2.00 0.0 0.!5

01.01.2 SS.HH. - PINTURA LATE 2 MANOS EN MUROS INC. IMPRIMANTE; m2

C+#+(+ C&#&s%e(+ /&$+ E%e("&( 202.00 1.00 2.20 2.20 0.5

Des'e$%& &( T++s *e C+#+(+s C&#&s%e(+s 202.00 2.00 0.40 0.40

Des'e$%& &( Es+:&$es 202.00 1.00 1.00 0.5

M'(&s e$ /&$+ E%e("&( 202.00 1.00 2.20 2.20 2.05

/&$+ S'e("&( + :+ V";+ *e &$>"$+#"e$%& e$ M'(& 8(&$%+: 3 P&s%e("&( 202.00 2.00 2.20 0.20

C+(+ E%e("&( *e :+s M&e%+s 202.00 2.00 ACAD< 0.9!

Des'e$%& &( P'e(%+ 202.00 1.00 1.5 0.0

Des'e$%& &( Ve$%+$+s L+%e(+:es 202.00 2.00 0.0 0.!5

/&$+ I$%e("&( 202.00 1.00 1.90 1.90 2.05

/&$+ S'e("&( + :+ V";+ e$ M'(& 8(&$%+: 3 P&s%e("&( @I$%e("&( 202.00 2.00 1.90 0.25

C+(+ I$%e("&( *e :+s M&e%+s 202.00 2.00 ACAD< 0.M'(& D")"s&( *e D'+ @C+(+s L+%e(+:es 202.00 2.00 0.5 1.55

M'(& D")"s&( *e D'+ @C+(+s 8(&$%+: 202.00 1.00 0.15 1.55

Des'e$%& &( P'e(%+ @I$%e("&( 202.00 1.00 1.5 0.0

Des'e$%& &( Ve$%+$+s L+%e(+:es @I$%e("&( 202.00 2.00 0.0 0.!5


C+#+(+ C&#&s%e(+ /&$+ E%e("&( 4.00 1.00 4.25 2.20 0.5

Des'e$%& &( T++s *e C+#+(+s C&#&s%e(+s 4.00 4.00 0.40 0.40

Des'e$%& &( Es+:&$es 4.00 2.00 1.00 0.5

M'(&s e$ /&$+ E%e("&( 4.00 1.00 4.25 2.20 2.05



HOJA DE METRADOS





/&$+ S'e("&( + :+ V";+ *e &$>"$+#"e$%& e$ M'(& 8(&$%+: 3 P&s%e("&( 4.00 2.00 4.25 0.20

C+(+ E%e("&( *e :+s M&e%+s 4.00 2.00 ACAD< 0.9!

Des'e$%& &( P'e(%+ 4.00 2.00 1.5 0.0

Des'e$%& &( Ve$%+$+s L+%e(+:es 4.00 2.00 0.0 0.!5

/&$+ I$%e("&( 4.00 1.00 !.0 1.90 2.05

/&$+ S'e("&( + :+ V";+ e$ M'(& 8(&$%+: 3 P&s%e("&( @I$%e("&( 4.00 2.00 !.0 0.25

C+(+ I$%e("&( *e :+s M&e%+s 4.00 4.00 ACAD< 0.

M'(& D")"s&( *e D'+ @C+(+s L+%e(+:es 4.00 4.00 0.5 1.55

M'(& D")"s&( *e D'+ @C+(+s 8(&$%+: 4.00 2.00 0.15 1.55

Des'e$%& &( P'e(%+ @I$%e("&( 4.00 2.00 1.5 0.0

Des'e$%& &( Ve$%+$+s L+%e(+:es @I$%e("&( 4.00 2.00 0.0 0.!5

01.01.2 SS.HH. - SUM. E INST. DE ACCES. EN INST. DE AGUA FRIA-UBS FAMILIAR 789 202.00 1.00

Tee PVC 1?2= P(es"$ + 202.00 1.00

C&*& PVC 1?2= P(es"&$ + 202.00 1.00

T'-e(7+ PVC 1?2= P(es"&$ # 202.00 5.00

T'-e(7+ PVC 1?2= C&$ R&s+ # 202.00 5.00

C&*&s PVC A;'+ 1?2= 90F R&s+*& + 202.00 5.00

U$"&$ U$")e(s+: PVC 1?2= + 202.00 4.00

V:)':+ T"& G:&-& 1?2= + 202.00 2.00

A*+%+*&( U.P.R. PVC 1?2= + 202.00 1.00

C&*& 8FGF 1?2= 90F + 202.00 1.00

U$"&$ S"#:e PVC 1?2= + 202.00 1.00

U$"&$ S"#:e 8FGF 1?2= + 202.00 1.00

N":e 8FGF 1?2= !0# + 202.00 1.00

D'+ Me%+:"+ 1?2= + 202.00 1.00

01.01."0 SS.HH. - SUM. E INST. DE ACCES. EN INST. DE AGUA FRIA-UBS C.E. 789 4.00 1.00

Tee PVC 1?2= P(es"$ + 4.00 2.00

C&*& PVC 1?2= P(es"&$ + 4.00 2.00

T'-e(7+ PVC 1?2= P(es"&$ # 4.00 10.00

T'-e(7+ PVC 1?2= C&$ R&s+ # 4.00 10.00

C&*&s PVC A;'+ 1?2= 90F R&s+*& + 4.00 10.00

U$"&$ U$")e(s+: PVC 1?2= + 4.00 .00V:)':+ T"& G:&-& 1?2= + 4.00 4.00

A*+%+*&( U.P.R. PVC 1?2= + 4.00 2.00

C&*& 8FGF 1?2= 90F + 4.00 2.00

U$"&$ S"#:e PVC 1?2= + 4.00 2.00

U$"&$ S"#:e 8FGF 1?2= + 4.00 2.00

N":e 8FGF 1?2= !0# + 4.00 2.00

D'+ Me%+:"+ 1?2= + 4.00 2.00

01.01."1 SS.HH. - SUM, E INST. DE ACCES. EN INST. DE DESAGUE - UBS FAMILIAR 789 202.00 1.00

T'-e(7+ PVC SAL != # 202.00 6.00



HOJA DE METRADOS





T'-e(7+ PVC SAL 2= # 202.00 12.00

C&*& PVC SAL 2=90F + 202.00 5.00

C&*& PVC SAL 2=45F + 202.00 2.00

C&*& PVC SAL !=90F + 202.00 2.00

Tee PVC SAL 2= + 202.00 1.00

Yee PVC SAL 2= + 202.00 !.00

T(+#+ PVC SAL 2= T"& P + 202.00 2.00

S&#-(e(& *e Ve$%":+"$ PVC != + 202.00 2.00

S'#"*e(& B(&$e 2= + 202.00 2.00

C+j+ Re;"s%(& 2550# '$* 202.00 1.00

I$&*&(& *e G(+$"%& +(+ Le%("$+s *e H&3& Se& '$* 202.00 2.00

L+)+#+$&s *e G(+$"%& '$* 202.00 1.00

01.01."2 SS.HH. - SUM, E INST. DE ACCES. EN INST. DE DESAGUE - UBS C.E. 789 4.00 1.00

T'-e(7+ PVC SAL != # 4.00 12.00

T'-e(7+ PVC SAL 2= # 4.00 24.00

C&*& PVC SAL 2=90F + 4.00 .00

C&*& PVC SAL 2=45F + 4.00 .00

C&*& PVC SAL !=90F + 4.00 4.00

Tee PVC SAL 2= + 4.00 1.00

Yee PVC SAL 2= + 4.00 .00

T(+#+ PVC SAL 2= T"& P + 4.00 4.00

S&#-(e(& *e Ve$%":+"$ PVC != + 4.00 4.00

S'#"*e(& B(&$e 2= + 4.00 4.00

C+j+ Re;"s%(& 2550# '$* 4.00 2.00

I$&*&(& *e G(+$"%& +(+ Le%("$+s *e H&3& Se& '$* 4.00 4.00

L+)+#+$&s *e G(+$"%& '$* 4.00 2.00

Yee D&-:e PVC SAL 2= '$* 4.00 1.00

01.01."" SS.HH.- ECAVACION DE ZAN!AS DE INFILTRACION m"

/ANJAS DE IN8ILTRACION 202.00 2.00 !.00 0.6 0.6


/ANJAS DE IN8ILTRACION 4.00 2.00 6.00 0.6 0.6

01.01."$ SS.HH. - REFINE Y NIVELACION DE ZAN!A A & 0.0 M m/ANJAS DE IN8ILTRACION 202.00 2.00 !.00


/ANJAS DE IN8ILTRACION 4.00 2.00 6.00

01.01."+ SS.HH. - CAMA C( GRAVA GRUESA m




01.01." SS.HH. - ESTRATO DE GRAVA FINA m




HOJA DE METRADOS







01.01."# SS.HH. - RELLENO Y APISONADO EN ZAN!A H<1.00 M m

/ANJAS DE IN8ILTRACION 202.00 2.00 !.00



01.01." SS.HH. - SUMINISTRO E INSTALACION DE TUBERIA PVC SAL = 23 CRIBADA m

/ANJAS DE IN8ILTRACION 202.00 2.00 !.00



01.01." SS.HH. - SUMINISTRO E INSTALACION DE ACCESORIOS EN CABECERA DE ZAN!AS DE INFILTRACION UBS FAMILI 789 202.00 1.00

TUBERIA PVC SAL 2= 202.00 1.00 !.00

TEE PVC SAL 2= 202.00 1.00

CODO PVC SAL 2= 45F 202.00 4.00

01.01.$0 SS.HH. - SUMINISTRO E INSTALACION DE ACCESORIOS EN CABECERA DE ZAN!AS DE INFILTRACION UBS C.E. 789 4.00 1.00

TUBERIA PVC SAL 2= 4.00 1.00 6.00

TEE PVC SAL 2= 4.00 1.00

CODO PVC SAL 2= 45F 4.00 4.00

01.02 MEDIDAS DE MITIGACION DE IMPACTO AMBIENTAL

01.02.01 ELIMINACION DE RESIDUOS Y LIMPIEZA EN GENERAL 789 1.00 1.00

01." FLETE TERRESTRE

01.0".01 FLETE TERRESTRE PARA U.B.S. 789 1.00 1.00



TOTALSUB-TOTAL

12"0.1

9.6

202.00

42.50

.00

"##.21

1.6

169.6

1.!

6.0

5.60

$0." $0."

"##.0

1.6

169.6

1.!

6.0

5.60

0.69

$+.$$

1955.!6

1111.00

120.9

161.60

56.6

44.00

50.!4

6.40

++2.1+

244.42

2!.!1

21.66

16.16

9.!5



TOTALSUB-TOTAL

9.!5

0.6

0.64

12.00

121.20

4.0

21.2

20.4

0.1

212+.20

2044.24

0.9612.1

11.2

0.46

100".$

992.96

290.

1.019!9.20

5.60

".0

90.90

2.0

+1."$

61.52

2!2.2

++1.$0

266.64

266.64

10.20

.92



TOTALSUB-TOTAL

$0.

20.00

20.00

0.40

0.59"12.01

652.46

652.46

145.44

!5.2

1!.!6

261.59

9.9

266.14

2.50

2.50

2.

11.16

6.00

10.!6

1.96

10.54"0#.00

2060.40

909.00

1.60

!6.00

"1".20

!0!0.00

109.20

1+#.

945.!6

945.!6

!!.4

!!.4

.1



TOTALSUB-TOTAL

2.06

4.!2

2.06

0.1

"0.$1510.96

64.64

151.50

!644.0

1.6

!5.2

261.59

9.9

!14.16191.90

!51.4

5!2.2

46.9

261.59

9.9

4!.6

2.566.00

105.

6.0

.44

10.!6

1.96

9!.4

.60

1!.9221.0

1.6

10.!6

1.96

1".20

10!0.20

4.40



TOTALSUB-TOTAL

40.0

16.0

$2$."

416.12

.24

210.00

202.00

.00

$12.00

404.00

.00

100.$

9.9

1.96

"0.$

1510.96

64.64

151.50!644.0

1.6

!5.2

261.59

9.9

!14.16

191.90

!51.4

5!2.246.9

261.59

9.9

4!.6

2.56

6.00

105.



TOTALSUB-TOTAL

6.0

.44

10.!6

1.96

9!.4

.601!.92

21.0

1.6

10.!6

1.96

202.00 202.00

202.00

202.00

1010.001010.00

1010.00

0.00

404.00

202.00

202.00

202.00

202.00

202.00202.00

$.00 $.00

.00

.00

40.00

40.00

40.00

!2.00

16.00.00

.00

.00

.00

.00

.00

202.00 202.00

1212.00



TOTALSUB-TOTAL

2424.00

1010.00

404.00

404.00

202.00

606.00404.00

404.00

404.00

202.00

404.00

202.00

$.00 $.00

4.00

96.00!2.00

!2.00

16.00

4.00

2.00

16.00

16.00

16.00

.0016.00

.00

4.00

$+".0

4!6.!2

1.2

120.00

1212.00

4.00

1.00

11.0

.20

#+.0

2.2



TOTALSUB-TOTAL

2.

120.00

1212.00

4.00120.00

1212.00

4.00

202.00

606.00

202.00

0.00

$.0024.00

4.00

16.00

1.00 1.00

1.00 1.00

planilla de metrados ubs

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