Metrados General Pavimentacion

7/23/2019 Metrados General Pavimentacion

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PLANILLA DE METRADOS GENERAL

OBRA

LUGAR

DIST.PROV. : PASCO

REGION : PASCO

ITEM DESCRIPCION CANT. DIMENCIONES

PARCIALLARGO ANCHO ALTO AREA

01 PAVIMENTO RIGIDO01.01 OBRAS PROVISIONALES01.01.01 ALQUILER DE CAMPAMENTO PROVISIONAL (OFICINA Y ALMACEN) 3 3.00

01.01.02 TRANSPORTE DE MATERIALES A OBRA 10 10.00

01.01.03 MOVILIZACION Y DESMOVILIZACION DE EQUIPO TRANSPORTADO 1 1.00

01.01.05 CARTEL DE IDENTIFICACION DE LA OBRA DE 4.0M ! 2.40M. 1 1.00

01.02 TRABA"OS PRELIMINARES01.02.01 LIMPIEZA DE TERRANO MANUAL

"#. D$%&%' 1 *2.+1 4.00 3+0.40.31 0.310.0 0.0

"#. E,&#%-%, 1 /1.+5 3.00 15.240.20 0.200.23 0.23

1 3.00 3.31 *.*2 "#. G%#'$%, 1 13*.03 5.00 /*5.14

15.32 15.32

0.50 0.500.4/ 0.4/

01.02.02 TRAZO NIVELES Y REPLANTEO PRELIMINAR "#. D$%&%' 1 *2.+1 4.00 3+0.4

0.31 0.310.0 0.0

"#. E,&#%-%, 1 /1.+5 3.00 15.240.20 0.200.23 0.23

1 3.00 3.31 *.*2 "#. G%#'$%, 1 13*.03 5.00 /*5.14

15.32 15.32

0.50 0.500.4/ 0.4/

01.02.03 TRAZO Y CONTROL DE NIVELES DURANTE LA CONSTRUCCION "#. D$%&%' 1 *2.+1 4.00 3+0.4

0.31 0.310.0 0.0

"#. E,&#%-%, 1 /1.+5 3.00 15.240.20 0.200.23 0.23

1 3.00 3.31 *.*2 "#. G%#'$%, 1 13*.03 5.00 /*5.14

15.32 15.32

0.50 0.500.4/ 0.4/

01.02.04 CERCO DE SEGURIDAD Y PROTECCION CINTAS PLASTICAS "#. D$%&%' 2 *2.+1 4.00 +41./ "#. E,&#%-%, 2 /1.+5 3.00 3+0.4* "#. G%#'$%, 2 13*.03 5.00 13*0.2+

01.02.05 NIVELACION DE BUZONES EN GENERAL 10 10.00

01.03 MOVIMIENTO DE TIERRAS01.03.01 E!CAVACION MANUAL EN TERRENO COMPACTO PARA E!PLANACIONES

"#. D$%&%' (# %# 6-%'%'$', ' 6-%',) 5/.42 F7 1.25 +0.53

"#. E,&#%-%, (# %# 6-%'%'$', ' 6-%',) /3.0+ F7 1.25 +.3 "#. G%#'$%, (# %# 6-%'%'$', ' 6-%',) 22.1 F7 1.25 353.52

01.03.02 RELLENO CON MATERIAL PROPIO PARA E!PLANACIONES "#. D$%&%' (# %# 6-%'%'$', ' 6-%',) 22.13 22.13 "#. E,&#%-%, (# %# 6-%'%'$', ' 6-%',) /3.0+ /3.0+ "#. G%#'$%, (# %# 6-%'%'$', ' 6-%',) 1+.5* 1+.5*

01.03.03 PERFILADO Y COMPACTADO DE SUBRASANTE "#. D$%&%' 1 *2.+1 4.00 3+0.4

0.31 0.310.0 0.0

"#. E,&#%-%, 1 /1.+5 3.00 15.240.20 0.20

0.23 0.231 3.00 3.31 *.*2

"#. G%#'$%, 1 13*.03 5.00 /*5.1415 32 15 32




OBRA

LUGAR

DIST.PROV. : PASCO

REGION : PASCO



0.50 0.500.4/ 0.4/

01.03.04 RELLENO Y PREPARACION PARA BASE E70.20M "#. D$%&%' 1 *2.+1 4.00 3+0.4

0.31 0.310.0 0.0

"#. E,&#%-%, 1 /1.+5 3.00 15.240.20 0.200.23 0.23

1 3.00 3.31 *.*2 "#. G%#'$%, 1 13*.03 5.00 /*5.14

15.32 15.320.50 0.500.4/ 0.4/

01.03.05 PRUEBA COMPACTACION SUELOS (PROCTOR MODIFICADO DENSIDAD DE CAMPO) 12.00 12.00

01.03.0/ ELIMINACION DE MATERIAL E!CEDENTE C8MAQUINARIA 91:& 1 40.11

01.04 OBRAS DE CONCRETO

01.04.02 CONCRETO F;C7210 <G8CM2 "#. D$%&%' 1 *2.+1 4.00 0.15 55./3

0.15 0.31 0.050.15 0.0 0.01

"#. E,&#%-%, 1 /1.+5 3.00 0.15 2+.+*0.15 0.20 0.030.15 0.23 0.03

1 3.00 3.31 0.15 1.4* "#. G%#'$%, 1 13*.03 5.00 0.1+ 11.1+

0.1+ 15.32 2./00.1+ 0.50 0.0*0.1+ 0.4/ 0.0

01.04.03 ENCOFRADO Y DESENCOFRADO DE PAVIMENTOS "#. D$%&%' 2 *2.+1 0.20 3+.0 T#%',#,%- 32 4.00 0.20 25./0 "#. E,&#%-%, 2 /1.+5 0.20 24.+0 T#%',#,%- 14 3.00 0.20 .40 "#. G%#'$%, 3 13*.03 0.20 3.42 T#%',#,%- 3+ 5.00 0.20 3+.00

01.04.04 ACERO EN "UNTAS LONGITUDINALES "#. G%#'$%, 232 0.0 <=8&-7 1.55 2+./

01.04.05 ACERO EN "UNTAS TRANSVERSALES "#. D$%&%' 41/ 0.0 <=8&-7 1.55 515.4 "#. E,&#%-%, 140 0.0 <=8&-7 1.55 1+3./0

01.05 CURADO Y LIMPIEZA DE LOSA DE CONCRETO01.05.01 TENDIDO DE ARROCERA Y CURADO DE LOSA

"#. D$%&%' 1 *2.+1 4.00 3+0.40.31 0.310.0 0.0

"#. E,&#%-%, 1 /1.+5 3.00 15.240.20 0.200.23 0.23

1 3.00 3.31 *.*2 "#. G%#'$%, 1 13*.03 5.00 /*5.14

15.32 15.320.50 0.500.4/ 0.4/

01.05.02 LIMPIEZA DE LOSAS DE CONCRETO "#. D$%&%' 1 *2.+1 4.00 3+0.4

0.31 0.310.0 0.0

"#. E,&#%-%, 1 /1.+5 3.00 15.240.20 0.200.23 0.23

1 3.00 3.31 *.*2 "#. G%#'$%, 1 13*.03 5.00 /*5.14

15.32 15.320.50 0.500.4/ 0.4/

01.0/ SELLADO DE "UNTAS01.0/.01 "UNTAS LONGITUDINALES

"#. G%#'$%, 3 13*.03 41+.0




OBRA

LUGAR

DIST.PROV. : PASCO

REGION : PASCO



01.0/.02 "UNTAS TRANSVERSALES "#. D$%&%' 32 4.00 12.00 "#. E,&#%-%, 14 3.00 42.00 "#. G%#'$%, 3+ 5.00 15.00

01.0+ SE>ALIZACION VIAL

01.0+.01 SE>ALIZACION DE LAS MARCAS PARA TRANSITO PEATONAL E' %--, ' ='#%- 13 3.00 0.50 1*.50

02 CONSTRUCCION DE VEREDAS DE CONCRETO02.01 TRABA"OS PRELIMINARES02.01.01 LIMPIEZA DE TERRANO MANUAL

"#. D$%&%' 1 113.15 113.151 31.// 31.//1 /+.*0 /+.*01 31.1+ 0.20 /.23

"#. E,&#%-%, 1 4+.52 4+.521 4*./2 4*./2

"#. G%#'$%, 1 104.4* 104.4*1 55.+3 55.+3

1 103.+1 103.+11 +0.+/ +0.+/1 /2.*2 /2.*2

02.01.02 TRAZO NIVELES Y REPLANTEO PRELIMINAR "#. D$%&%' 1 113.15 113.15

1 31.// 31.//1 /+.*0 /+.*01 31.1+ 0.20 /.23

"#. E,&#%-%, 1 4+.52 4+.521 4*./2 4*./2

"#. G%#'$%, 1 104.4* 104.4*1 55.+3 55.+31 103.+1 103.+11 +0.+/ +0.+/1 /2.*2 /2.*2

02.01.03 TRAZO Y CONTROL DE NIVELES DURANTE LA CONSTRUCCION "#. D$%&%' 1 113.15 113.15

1 31.// 31.//1 /+.*0 /+.*01 31.1+ 0.20 /.23

"#. E,&#%-%, 1 4+.52 4+.521 4*./2 4*./2

"#. G%#'$%, 1 104.4* 104.4*1 55.+3 55.+31 103.+1 103.+1

1 +0.+/ +0.+/1 /2.*2 /2.*2

02.02 MOVIMIENTO DE TIERRAS02.02.01 E!CAVACION MANUAL EN TERRENO COMPACTO PARA VEREDAS

"#. D$%&%' 1 0.45 113.15 50.*21 0.45 31.// 14.251 0.45 /+.*0 30.551 31.1+ 0.20 0.45 2.1

"#. E,&#%-%, 1 0.45 4+.52 21.31 0.45 4*./2 22.33

"#. G%#'$%, 1 0.45 104.4* 4+.021 0.45 55.+3 25.01 0.45 103.+1 4/./+1 0.45 +0.+/ 31.41 0.45 /2.*2 2.32

02.02.02 DEMOLICION DE VEREDAS? E 7 /@ T%- &-$$' 1 150.00 0./5 */.+5

02.02.03 COMPACTACION DE SUELO PARA VEREDAS "#. D$%&%' 1 113.15 113.15

1 31.// 31.//1 /+.*0 /+.*01 31.1+ 0.20 /.23

"#. E,&#%-%, 1 4+.52 4+.521 4*./2 4*./2

"#. G%#'$%, 1 104.4* 104.4*1 55.+3 55.+31 103.+1 103.+11 +0.+/ +0.+/




OBRA

LUGAR

DIST.PROV. : PASCO

REGION : PASCO



1 /2.*2 /2.*2

02.02.04 ME"ORAMIENTO DE CA"AS DE REGISTRO DE AGUA Y DESAGUE A NIVEL 35 35.00

02.03 OBRAS DE CONCRETO EN VEREDAS02.03.01 CONCRETO F;C7 1+5 <G8CM2? E7/@ EN VEREDAS.

"#. D$%&%' 1 113.15 113.151 31.// 31.//1 /+.*0 /+.*01 31.1+ 0.20 /.23

"#. E,&#%-%, 1 4+.52 4+.521 4*./2 4*./2

"#. G%#'$%, 1 104.4* 104.4*1 55.+3 55.+31 103.+1 103.+11 +0.+/ +0.+/1 /2.*2 /2.*2

02.03.02 ENCOFRADO Y DESENCOFRADO DE VEREDAS "#. D$%&%' 1 *5.03 0.4 45./1

1 33.32 0.4 15.**

1 1/.01 0.4 +./*1 4/.45 0.4 22.30

"#. E,&#%-%, 1 //.// 0.4 32.001 5*.+3 0.4 2./+

"#. G%#'$%, 1 +*.30 0.4 3.0/1 5/.0/ 0.4 2/.*11 +*.1 0.4 3.011 /5.*3 0.4 31./51 /+.2/ 0.4 32.2

02.03.03 FROTACADO DE VEREDAS DE CONCRETO "#. D$%&%' 1 113.15 113.15

1 31.// 31.//1 /+.*0 /+.*01 31.1+ 0.20 /.23

"#. E,&#%-%, 1 4+.52 4+.521 4*./2 4*./2

"#. G%#'$%, 1 104.4* 104.4*1 55.+3 55.+31 103.+1 103.+11 +0.+/ +0.+/1 /2.*2 /2.*2

02.04 CURADO Y LIMPIEZA DE LOSA02.04.01 TENDIDO DE ARROCERA Y CURADO DE LOSA

"#. D$%&%' 1 113.15 113.151 31.// 31.//

1 /+.*0 /+.*01 31.1+ 0.20 /.23

"#. E,&#%-%, 1 4+.52 4+.521 4*./2 4*./2

"#. G%#'$%, 1 104.4* 104.4*1 55.+3 55.+31 103.+1 103.+11 +0.+/ +0.+/1 /2.*2 /2.*2

02.04.02 LIMPIEZA DE LOSA "#. D$%&%' 1 113.15 113.15

1 31.// 31.//1 /+.*0 /+.*01 31.1+ 0.20 /.23

"#. E,&#%-%, 1 4+.52 4+.521 4*./2 4*./2

"#. G%#'$%, 1 104.4* 104.4*1 55.+3 55.+31 103.+1 103.+11 +0.+/ +0.+/1 /2.*2 /2.*2

02.05 SELLADO DE "UNTAS02.05.01 "UNTAS DE DILATACION

"#. D$%&%' 31./ 1.15 3/.3+11.11 1.00 11.11

5.34 0.*2 4.*015.4 0.* 15.1*

"#. E,&#%-%, 22.22 1.00 22.221*.*1 1.00 1*.*1




OBRA

LUGAR

DIST.PROV. : PASCO

REGION : PASCO



"#. G%#'$%, 2/.43 1.20 31.+21./* 1.20 22.432/.3* 1.20 31./+21.* 1.20 2/.322.42 1.20 2/.*0

03 MUROS DE CONTENCION

03.01 TRABA"OS PRELIMINARES03.01.01 LIMPIEZA DE TERRENO MANUAL "#. D$%&%' 1.00 15.21 1.55 23.5 "#. E,&#%-%, 1.00 5.44 0.*0 4.*0

1.00 5.40 0.*0 4./ "#. G%#'$%, 1.00 41. 0.*0 3+./*

2.00 1.41 0.*0 2.531.00 1./1 0.*0 1.451.00 2.5/ 0.*0 2.301.00 3.1 0.*0 3.431.00 3.0 0.*0 3.421.00 1.0 0.*0 1./21.00 1.0 0.*0 1./21.00 1.3/ 0.*0 1.22

1.00 1.20 0.*0 1.01.00 2.20 0.*0 1.*1.00 *.42 0.*0 .4

03.01.02 TRAZO NIVELES Y REPLANTEO PRELIMINAR "#. D$%&%' 1.00 15.21 1.55 23.5 "#. E,&#%-%, 1.00 5.44 0.*0 4.*0

1.00 5.40 0.*0 4./ "#. G%#'$%, 1.00 41. 0.*0 3+./*

2.00 1.41 0.*0 2.531.00 1./1 0.*0 1.451.00 2.5/ 0.*0 2.301.00 3.1 0.*0 3.431.00 3.0 0.*0 3.422.00 1.0 0.*0 3.241.00 1.0 0.*0 1./21.00 1.3/ 0.*0 1.221.00 1.20 0.*0 1.01.00 2.20 0.*0 1.*1.00 *.02 0.*0 .121.00 *.42 0.*0 .4

03.02 OBRAS DE CONCRETO SIMPLE03.02.01 SOLADO E7 4@

"#. D$%&%' 1.00 15.5+ 1.55 24.141.00 23.+0 1.55 3/.+4

"#. E,&#%-%, 1.00 5.44 0.*0 4.*0

1.00 5.50 0.*0 4.*5 "#. G%#'$%, 1.00 41. 0.*0 3+./*

2.00 1.41 0.*0 2.531.00 1./1 0.*0 1.451.00 2.5/ 0.*0 2.301.00 3.1 0.*0 3.431.00 3.0 0.*0 3.422.00 1.0 0.*0 3.241.00 1.0 0.*0 1./21.00 1.3/ 0.*0 1.221.00 1.20 0.*0 1.01.00 2.20 0.*0 1.*1.00 *.02 0.*0 .121.00 *.42 0.*0 .4

03.02.02 CONCRETO F;C7140 <G8CM2 "#. E,&#%-%, (&# =#%%) 1.00 5.44 1.44 +./

1.00 5.50 1.44 +.*4 "#. G%#'$%, (&# =#%%) 1.00 41. 1.44 /0.4*

2.00 1.41 1.44 4.0/1.00 1./1 1.44 2.321.00 2.5/ 1.44 3.+01.00 3.1 1.44 5.511.00 3.0 1.44 5.4*2.00 1.0 1.44 5.1*1.00 1.0 1.44 2./01.00 1.3/ 1.44 1.*/

1.00 1.20 1.44 1.+31.00 2.20 1.44 3.11.00 *.02 1.44 13.031.00 *.42 1.44 13./0




OBRA

LUGAR

DIST.PROV. : PASCO

REGION : PASCO



03.02.03 ENCOFRADO Y DESENCOFRADO PARA MUROS DE CONTENCION "#. E,&#%-%, (&# =#%%) 2.00 5.44 1./5 1+.*/

2.00 5.50 1./5 1.15

"#. G%#'$%, (&# =#%%) 1.00 41. 1./5 /*.102.00 1.41 1./5 4./41.00 1./1 1./5 2./51.00 2.5/ 1./5 4.221.00 3.1 1./5 /.2*1.00 3.0 1./5 /.2+2.00 1.0 1./5 5.*31.00 1.0 1./5 2.*+1.00 1.3/ 1./5 2.241.00 1.20 1./5 1.*1.00 2.20 1./5 3./31.00 *.02 1./5 14.1.00 *.42 1./5 15.54

03.02.04 TUBERIA PVC SAL 3@ DRENA"E 31.00 0.55 1+.05

03.03 OBRAS DE CONCRETO ARMADO

03.03.01 ENCOFRADO Y DESENCOFRADO PARA MUROS DE CONTENCION "#. D$%&%' 2 15.5+ 2.00 /2.30

2 23.+0 2.00 *4.0

03.03.02 ACERO DE REFUERZO FY74200 <G8CM2 GRADO /0 "#. D$%&%' 1 15.5+ <=8&-7 /2.52 *+3./*

1 23.+0 <=8&-7 /3.52 1505.42

03.03.01 CONCRETO F;C71+5 <G8CM2

"#. D$%&%' 1 15.21 0.** 15.0*1 23.+0 1.** 4+.21

04 TRATAMIENTO PAISA"ISTICO ("ARDINERIA)04.01 TRABA"OS PRELIMINARES

04.01.01 LIMPIEZA DE TERRENO MANUAL "#. G%#'$%, 1 45.* 45.*

1 30.2+ 30.2+1 1/.43 1/.43

04.01.02 TRAZO NIVELES Y REPLANTEO PRELIMINAR "#. G%#'$%, 1 45.* 45.*

1 30.2+ 30.2+




OBRA

LUGAR

DIST.PROV. : PASCO

REGION : PASCO



1 1/.43 1/.43

04.01.03 TRAZO Y CONTROL DE NIVELES DURANTE LA CONSTRUCCION "#. G%#'$%, 1 45.* 45.*

1 30.2+ 30.2+1 1/.43 1/.43

04.02 MOVIMIENTO DE TIERRAS04.02.01 CORTE EN TERRENO COMPACTO A MANO

"#. G%#'$%, 1 0.30 45.* 13.01 0.30 30.2+ *.01 0.30 1/.43 4.*3

04.03 TRABA"OS DE "ARDINERIA04.03.01 ME"ORAMIENTO DE SUELO PARA "ARDINERIA

"#. G%#'$%, 1 45.* 45.*1 30.2+ 30.2+1 1/.43 1/.43

04.03.02 CORTE Y TRASLADO DE GRASS "#. G%#'$%, 1 45.* 45.*

1 30.2+ 30.2+1 1/.43 1/.43

04.03.03 COLOCACION DE GRASS "#. G%#'$%, 1 45.* 45.*

1 30.2+ 30.2+1 1/.43 1/.43

04.03.04 PLANTACION DE ESPECIES ORNAMENTALES 31.00 31.00

05 GRADAS05.01 OBRAS DE CONCRETO SIMPLE05.01.01 CONCRETO F;C7 1+5 <G8CM2? E7/@ EN GRADAS

"#. D$%&%' 2/.00 0.*5 0.02 0.5+15.00 0.+ 0.02 0.2/

"#. E,&#%-%, 14.00 0.+0 0.02 0.23+.00 0.+0 0.02 0.111.00 3.00 1.01 3.04

"#. G%#'$%, 12+.00 1.00 0.02 2.*2

05.01.02 ENCODRADO Y DESENCOFRADO EN GRADAS "#. D$%&%' 2/.00 0.*5 0.15 3.+1

15.00 0.+ 0.15 1.*5 "#. E,&#%-%, 14.00 0.+0 0.15 1.4+

+.00 0.+0 0.15 0.+41.00 3.00 0.15 0.45

"#. G%#'$%, 12+.00 1.00 0.15 1*.05

0/ BARANDA METALICA0/.01 CONSTRUCCION Y COLOCACION DE BARANDA METALICA

"#. D$%&%' 2.00 15.00 30.00 "#. E,&#%-%, 2.00 3./0 +.20

2.00 3.20 /.402.00 3.20 /.402.00 /.44 12.

"#. G%#'$%, 2.00 1./0 3.202.00 1./0 3.202.00 1.10 2.202.00 3.00 /.002.00 2./0 5.202.00 2.40 4.02.00 1.0 3./02.00 3.00 /.002.00 2.0 5./02.00 1.20 2.402.00 3.20 /.402.00 1.0 3./02.00 3./0 +.20

0+ VARIOS0+.01 LIMPIEZA FINAL DE OBRA 1 21+2.2*

0+.02 PLACA RECORDATORIA INCLUIDO PEDESTAL 1 1.00



TOTAL UND

3.00 mes

10.00 vje

1.00 gl

1.00 !"#

1$%&.$' m$

1$%&.$' m$

1$%&.$' m$

$(0$.'' m

10.00 !"#

(0$.&& m3

10$.%) m3

1$%&.$' m$



TOTAL UND

1$%&.$' m$

1$.00 !"#

'&0.11 m3

$0(.)* m3

$1*.$0 m$

$&%.*& +g

*&).'' +g

1$%&.$' m$

1$%&.$' m$

'1%.0& m



TOTAL UND

3((.00 m

1).(0 m$

%01.$1 m$

%01.$1 m$

%01.$1 m$

31(.(( m3

)*.%( m$

%01.$1 m$



TOTAL UND

3(.00 !"#

%01.$1 m$

31).1% m$

%01.$1 m$

%01.$1 m$

%01.$1 m$

$'&.%) m



TOTAL UND

100.1* m$

10).)0 m$

1'%.$& m$

13&.*& m3



TOTAL UND

1%*.'% m$

1%.0( ml

1(%.10 m$

$'%).11 +g

*$.30 m3

)$.*& m$

)$.*& m$



TOTAL UND

)$.*& m$

$%.&0 m3

)$.*& m$

)$.*& m$

)$.*& m$

31.00 !"#

%.13 m3

$%.3* m$

1$$.$& ml

$1%$.$) m$

1.00 gl.

Metrados General Pavimentacion

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