6 2 3 analisissubpresupuestovarios

8/18/2019 6 2 3 Analisissubpresupuestovarios

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Unidad Cuadrilla Cantidad Pr!i" S/.C#dig" D$!ri%!i#n R!ur$" Par!ial S/.Man" d Obra

hh014010004 4.0000 ".0000 104.""1#.11PEO*

10,.**E+ui%"$

8MO0##010001 #.0000 #.1(104.""6ERR%M&E*3% M%*9%)E

hm0#4"04004# !.0000 4.0000 $00.001(0.00/O)Q9E3E E 10 m#

'0.1)

Partida 0-.01 LIMPIEA DESBROCE DE TERRENO MANUAL

9-/DIA 1*0.0000Rendimiento Costo unitario directo por : m! 0.611*0.0000EQ.MO.


hh014010004 1.0000 0.0444 0.("1#.11PEO*

0.)*E+ui%"$

8MO0##010001 (.0000 0.0#0.("6ERR%M&E*3% M%*9%)E

0.0

Partida 0-.0- TRAO REPLANTEO

9-/DIA -00.0000Rendimiento Costo unitario directo por : m! 3.89-00.0000EQ.MO.


hh0140000#! 1.0000 0.0400 0."!!0.4#3OPO-R%FO

hh014010004 1.0000 0.0400 0.(!1#.11PEO*

1.,Matrial$

bls0!!'0$000! 0.00(0 0.04".00@EO E* ,O)% E !( +g

u0!4401000! 1.0000 1.001.00E3%C% E M%ER%

gal0!(40$00# 0.01(0 0.($#.00P&*39R% EM%)3E

1.'0E+ui%"$

8MO0##010001 #.0000 0.041.#46ERR%M&E*3% M%*9%)E

m0##01010! 0.00(0 0.0#(.00CORE)

he0#4'1'000# 1.0000 0.0400 0.4010.00*&/E) 3OPO-R%F&CO CO* 3R&POE

hm0#4'""000# 1.0000 0.0400 0.4"1!.003EOO)&3O

0.&)

Partida 0-.0 DEMOLICION ESTRUCTURA DE CONCRETO

9/DIA -).0000Rendimiento Costo unitario directo por : m# 13.80-).0000EQ.MO.


hh01401000! 0.1000 0.0#!0 0.((1.1OPER%R&O

hh014010004 #.0000 0.'$00 1!.('1#.11PEO*

1.1,E+ui%"$

8MO0##010001 (.0000 0.$$1#.146ERR%M&E*3% M%*9%)E

0.''

Partida 0-.0, E:CAVACION MANUAL EN TERRENO COMPACTO

9/DIA .)000Rendimiento Costo unitario directo por : m# 34.30).0000EQ.MO.


hh01401000# 0.1000 0.!!"$ #.##14.($OF&C&%)

hh014010004 1.0000 !.!"( !'.'1#.11PEO*

.0E+ui%"$

8MO0##010001 #.0000 1.00##.#06ERR%M&E*3% M%*9%)E

1.00

Partida 0-.0) RELLENO COMPACTADO CON MATERIAL PROPIO

P?gina :10 1

0)03001Presupuesto 4INSTALACION DEL SERVICIO DE A5UA PARA RIE5O DE LOS SECTORES LOLTO( SACSAL CUILLAMAL( LOCALIDAD DESOLOCO( PROVINCIA DE C2AC2APOAS( RE5ION AMAONAS4

Análisis de precios unitarios

Fecha presupuesto 0/0-/-01,00-ubpresupuesto SISTEMA DE RIE5O SOLOCO 6- ALTERNATIVA7

-&/0/-01, 0&8118,&AM


3/55

F

9/DIA 1).0000Rendimiento Costo unitario directo por : m# 45.981).0000EQ.MO.


hh01401000! 1.0000 0.(### '.1$1.1OPER%R&O hh014010004 #.0000 1.$000 !0.'"1#.11PEO*

0.1,Matrial$

m#0!#'0(0000 0.(000 1.00!.00%-9%

1.00E+ui%"$

8MO0##010001 (.0000 1.(1#0.146ERR%M&E*3% M%*9%)E

hm0#4'0#0001 1.0000 0.(### 1#.##!(.00COMP%C3%OR /&,R%3OR&O 3&PO P)%*C6% 4 6P

1,.*,

Partida 0-.0' ACERO DE RE;UERO ,-00 ?g/!9-

?g/DIA -)0.0000Rendimiento Costo unitario directo por : +g 5.31-)0.0000EQ.MO.


hh01401000! 1.0000 0.0#!0 0.((1.1OPER%R&O

hh01401000# 1.0000 0.0#!0 0.414.($OF&C&%)

hh014010004 0.(000 0.01$0 0.!11#.11PEO*

1.-Matrial$

+g0!0!00000 0.0$00 0.!4.(0%)%M,RE *E-RO RECOC&O 1$

+g0!0#0!000# 1.000 #.(#.(0%CERO CORR9-%O AB4!00 +g2cm! -R%O $0

,.0-E+ui%"$

8MO0##010001 (.0000 0.0$1.!#6ERR%M&E*3% M%*9%)E

0.0'

Partida 0-.03 ENCO;RADO DESENCO;RADO

9-/DIA 1).0000Rendimiento Costo unitario directo por : m! 46.661).0000EQ.MO.


hh01401000! 1.0000 0.(### '.1$1.1OPER%R&O

hh01401000# 1.0000 0.(### .$14.($OF&C&%)

hh014010004 !.0000 1.0$$ 1#.'"1#.11PEO*

0.&0Matrial$

+g0!0!00000" 0.!000 0.'04.(0%)%M,RE *E-RO "

+g0!0!0100!! 0.!000 0.'04.(0C)%/O P%R% M%ER% C2C PROME&O

gal0!#01'001! 0.00(0 0.!#4(.00%&3&/O EMO)E%OR E E*COFR%O

p!0!4#11000! 4.0000 1!."0#.!0M%ER% 3OR*&))O

1,.*E+ui%"$

8MO0##010001 #.0000 0.'##0.'06ERR%M&E*3% M%*9%)E

0.&

Partida 0-.0* CONCRETO CICLOPEO 13) ?g/!9- -) P.M.

9/DIA 10.0000Rendimiento Costo unitario directo por : m# 494.2510.0000EQ.MO.


hh01401000! !.0000 1.$000 !.41.1OPER%R&O

hh01401000# !.0000 1.$000 !#.#014.($OF&C&%)

P?gina :10 1




-&/0/-01, 0&8118,&AM


4/55

F

hh014010004 10.0000 ".0000 104.""1#.11PEO*

1)).')Matrial$

m#0!0(00000# 0.(!(0 ".(1(0.00P&ER% C6%*C%% E 12!<

m#0!0(0000#! 0.!(00 1(.00$0.00P&ER% ME&%*%m#0!0(010004 0.#'00 (".(01(0.00%RE*% -R9E%

bls0!!1000001 $.$000 1".!0!.00CEME*3O POR3)%* 3&PO & 4!.( +g5

m#0!#'0(0000 0.1"(0 0.#!.00%-9%

0.*-E+ui%"$

8MO0##010001 (.0000 ."1((.$(6ERR%M&E*3% M%*9%)E

3.3*

Partida 0-.0& CONCRETO 13) ?g/!9-

9/DIA *.0000Rendimiento Costo unitario directo por : m# 629.681,.0000EQ.MO.


hh01401000! !.0000 !.0000 #4.#41.1OPER%R&Ohh01401000# !.0000 !.0000 !'.1!14.($OF&C&%)

hh014010004 1!.0000 1!.0000 1(.#!1#.11PEO*

--0.3*Matrial$

m#0!0(00000# 0.("00 ".001(0.00P&ER% C6%*C%% E 12!<

m#0!0(010004 0.(400 "1.001(0.00%RE*% -R9E%

bls0!!1000001 ".(000 !!'.(0!.00CEME*3O POR3)%* 3&PO & 4!.( +g5

m#0!#'0(0000 0.1"00 0.#$!.00%-9%

&3.*'E+ui%"$

8MO0##010001 (.0000 11.04!!0."6ERR%M&E*3% M%*9%)E

11.0,

Partida 0-.10 MANPOSTERIA DE PIEDRA ASENTADA EMBOUILLADA CON CONCRETO ;@C>13) 5/CM-

9-/DIA )).0000Rendimiento Costo unitario directo por : m! 100.56)).0000EQ.MO.


hh01401000! !.0000 0.!'0' 4.''1.1OPER%R&O

hh014010004 4.0000 0.("1" .$#1#.11PEO*

1-.'-

Matrial$m#0!0(0000#! 0.!000 1!.00$0.00P&ER% ME&%*%

1-.00E+ui%"$

8MO0##010001 #.0000 0.#"1!.$!6ERR%M&E*3% M%*9%)E

0.*

Sub%artida$ m#'00(10010$0! 0.1!00 (.($$!'.$"CO*CRE3O A>c1( +g2cm!3).)'

Partida 0-.11 TARRAEO CON MORTERO C8A 18

9-/DIA 1-.0000Rendimiento Costo unitario directo por : m! 24.751).0000EQ.MO.


hh01401000! 1.0000 0.$$$ 11.4(1.1OPER%R&O

hh014010004 0.(000 0.#### 4.#1#.11PEO*

1).*-

P?gina :10 1




-&/0/-01, 0&8118,&AM


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F

Matrial$m#0!04000000 0.01$0 !.0"1#0.00%RE*% F&*%

bls0!!1000001 0.1!00 #.!4!.00CEME*3O POR3)%* 3&PO & 4!.( +g5

m#0!#'0(0000 0.000 0.14!.00%-9%

+g0!(41$000# 0.1!00 #.00!(.00&MPERME%,&)&;%*3E*.,'

E+ui%"$8MO0##010001 #.0000 0.41(."!6ERR%M&E*3% M%*9%)E

0.,3

Partida 0-.1- UNTAS DE DILATACION

9/DIA 100.0000Rendimiento Costo unitario directo por : m 7.09100.0000EQ.MO.


hh01401000# 1.0000 0.0"00 1.1$14.($OF&C&%)

hh014010004 #.0000 0.!400 #.1(1#.11PEO*

,.1

Matrial$m#0!04000000 0.00!0 0.!$1#0.00%RE*% F&*%

gal0!1#00000$ 0.1##0 !.#'1".00%F%)3O RCD!(0

-.')E+ui%"$

8MO0##010001 #.0000 0.1#4.#16ERR%M&E*3% M%*9%)E

0.1

Partida 0-.1 COMPUERTA METALICA TIPO IAE DE >0.)0 b>0.,0( >/1'4( 2ar!">1.1)9t( INCLUE SUMINISTRO E INSTALACION

u/DIA .0000Rendimiento Costo unitario directo por : u 303.171.0000EQ.MO.


hh01401000! 1.0000 !.$$$ 4(.'1.1OPER%R&O

hh014010004 1.0000 !.$$$ #4.'$1#.11PEO**0.3)

Matrial$u0!0'0#010 1.0000 !!0.00!!0.00COMP9ER3% ME3%)&C% 3&PO &;%E E h0.(7 b0.407 e#21$<

7 6arco1.1(mt7 &*C)9@E 9M&*&3RO E &*3%)%C&O*--0.00

E+ui%"$8MO0##010001 #.0000 !.4!"0.(6ERR%M&E*3% M%*9%)E

-.,-

Partida 0-.1, COMPUERTA METALICA TIPO IAE DE >0.30 b>0.&0( >/1'4( 2ar!">1.*09t( INCLUE SUMINISTRO E INSTALACION


Unidad Cuadrilla Cantidad Pr!i" S/.C#dig" D$!ri%!i#n R!ur$" Par!ial S/.

Man" d Obrahh01401000! 1.0000 !.$$$ 4(.'1.1OPER%R&O

hh014010004 1.0000 !.$$$ #4.'$1#.11PEO*

*0.3)Matrial$

u0!0'0#010" 1.0000 4!0.004!0.00COMP9ER3% ME3%)&C% 3&PO &;%E E h0.07 b0.'07e#21$


6/55

F

u/DIA ,.0000Rendimiento Costo unitario directo por : u 212.381.0000EQ.MO.


Man" d Obra hh01401000! 1.0000 !.0000 #4.#41.1OPER%R&Ohh014010004 1.0000 !.0000 !$.!!1#.11PEO*

'0.)'

Matrial$u0!0##1001( 1.0000 1(0.001(0.00RE&))% ME3%)&C% E*3R%% E C%P3%C&O* 0.(0 mt 0#0 mt

c2AG H 0.0# mt7 I#2"1)0.00

E+ui%"$8MO0##010001 #.0000 1."!$0.($6ERR%M&E*3% M%*9%)E

1.*-

Partida 0-.1'.01 TRAO( NIVELACION REPLANTEO

?9/DIA 1.)000Rendimiento Costo unitario directo por : +m 840.201.)000EQ.MO.


hh0140000#! 1.0000 (.#### 10".'$!0.4#3OPO-R%FO

hh014010004 ".0000 4!.$$$ (('.#$1#.11PEO*

''*.-Matrial$

+g0!0!0100!! 1.0000 4.(04.(0C)%/O P%R% M%ER% C2C PROME&O

u0!4401000! 10.0000 10.001.00E3%C% E M%ER%

gal0!(40$00# 0.(000 1".(0#.00P&*39R% EM%)3E

.00E+ui%"$

8MO0##010001 #.0000 !0.0($$".#!6ERR%M&E*3% M%*9%)E

pa0##(4001$ 0.0!(0 1.(0$0.00J&*C6% E (0 m

he0#4'1'000# 1.0000 (.#### (#.##10.00*&/E) 3OPO-R%F&CO CO* 3R&POE

hm0#4'""000# 1.0000 (.#### $4.001!.003EOO)&3O1*.**

Partida 0-.1'.0- E:CAVACION MANUAL EN TERRENO COMPACTO



hh01401000# 0.1000 0.!!"$ #.##14.($OF&C&%)

hh014010004 1.0000 !.!"( !'.'1#.11PEO*

.0

E+ui%"$8MO0##010001 #.0000 1.00##.#06ERR%M&E*3% M%*9%)E

1.00

Partida 0-.1'.0 ENCO;RADO DESENCO;RADO



hh01401000! 1.0000 0.(### '.1$1.1OPER%R&O

hh01401000# 1.0000 0.(### .$14.($OF&C&%)

hh014010004 !.0000 1.0$$ 1#.'"1#.11PEO*

0.&0Matrial$

P?gina :10 1




-&/0/-01, 0&8118,&AM


7/55

F

+g0!0!00000" 0.!000 0.'04.(0%)%M,RE *E-RO "



p!0!4#11000! 4.0000 1!."0#.!0M%ER% 3OR*&))O

1,.*E+ui%"$

8MO0##010001 #.0000 0.'##0.'06ERR%M&E*3% M%*9%)E

0.&

Partida 0-.1'.0, CONCRETO 13) ?g/!9-



hh01401000! !.0000 !.0000 #4.#41.1OPER%R&O

hh01401000# !.0000 !.0000 !'.1!14.($OF&C&%)

hh014010004 1!.0000 1!.0000 1(.#!1#.11PEO*

--0.3*

Matrial$m#0!0(00000# 0.("00 ".001(0.00P&ER% C6%*C%% E 12!<

m#0!0(010004 0.(400 "1.001(0.00%RE*% -R9E%

bls0!!1000001 ".(000 !!'.(0!.00CEME*3O POR3)%* 3&PO & 4!.( +g5

m#0!#'0(0000 0.1"00 0.#$!.00%-9%

&3.*'E+ui%"$

8MO0##010001 (.0000 11.04!!0."6ERR%M&E*3% M%*9%)E

11.0,

Partida 0-.1'.0) TARRAEO CON MORTERO C8A 18



hh01401000! 1.0000 0.$$$ 11.4(1.1OPER%R&O

hh014010004 0.(000 0.#### 4.#1#.11PEO*

1).*-Matrial$

m#0!04000000 0.01$0 !.0"1#0.00%RE*% F&*%

bls0!!1000001 0.1!00 #.!4!.00CEME*3O POR3)%* 3&PO & 4!.( +g5

m#0!#'0(0000 0.000 0.14!.00%-9%

+g0!(41$000# 0.1!00 #.00!(.00&MPERME%,&)&;%*3E

*.,'E+ui%"$

8MO0##010001 #.0000 0.41(."!6ERR%M&E*3% M%*9%)E

0.,3

Partida 0-.1'.0' UNTAS DE DILATACION



hh01401000# 1.0000 0.0"00 1.1$14.($OF&C&%)

hh014010004 #.0000 0.!400 #.1(1#.11PEO*

,.1Matrial$

m#0!04000000 0.00!0 0.!$1#0.00%RE*% F&*%

gal0!1#00000$ 0.1##0 !.#'1".00%F%)3O RCD!(0

-.')

P?gina :10 1




-&/0/-01, 0&8118,&AM


8/55

F

E+ui%"$8MO0##010001 #.0000 0.1#4.#16ERR%M&E*3% M%*9%)E

0.1

Partida 0.01 LIMPIEA DESBROCE DE TERRENO MANUAL



hh014010004 1.0000 0.0444 0.("1#.11PEO*

0.)*E+ui%"$

8MO0##010001 (.0000 0.0#0.("6ERR%M&E*3% M%*9%)E

0.0

Partida 0.0- TRAO REPLANTEO



hh0140000#! 1.0000 0.0400 0."!!0.4#3OPO-R%FO

hh014010004 1.0000 0.0400 0.(!1#.11PEO*

1.,Matrial$

bls0!!'0$000! 0.00(0 0.04".00@EO E* ,O)% E !( +g

u0!4401000! 1.0000 1.001.00E3%C% E M%ER%

gal0!(40$00# 0.01(0 0.($#.00P&*39R% EM%)3E

1.'0E+ui%"$

8MO0##010001 #.0000 0.041.#46ERR%M&E*3% M%*9%)E

m0##01010! 0.00(0 0.0#(.00CORE)


hm0#4'""000# 1.0000 0.0400 0.4"1!.003EOO)&3O0.&)

Partida 0.0 E:CAVACION MANUAL EN TERRENO COMPACTO



hh01401000# 0.1000 0.!!"$ #.##14.($OF&C&%)

hh014010004 1.0000 !.!"( !'.'1#.11PEO*

.0

E+ui%"$8MO0##010001 #.0000 1.00##.#06ERR%M&E*3% M%*9%)E

1.00

Partida 0.0, RELLENO COMPACTADO CON MATERIAL PROPIO



hh01401000! 1.0000 0.(### '.1$1.1OPER%R&O

hh014010004 #.0000 1.$000 !0.'"1#.11PEO*

0.1,Matrial$

m#0!#'0(0000 0.(000 1.00!.00%-9%

P?gina :10 1




-&/0/-01, 0&8118,&AM


9/55

F

1.00E+ui%"$

8MO0##010001 (.0000 1.(1#0.146ERR%M&E*3% M%*9%)E


1,.*,

Partida 0.0) ACERO DE RE;UERO ,-00 ?g/!9-



hh01401000! 1.0000 0.0#!0 0.((1.1OPER%R&O

hh01401000# 1.0000 0.0#!0 0.414.($OF&C&%)

hh014010004 0.(000 0.01$0 0.!11#.11PEO*

1.-Matrial$

+g0!0!00000 0.0$00 0.!4.(0%)%M,RE *E-RO RECOC&O 1$


,.0-E+ui%"$

8MO0##010001 (.0000 0.0$1.!#6ERR%M&E*3% M%*9%)E

0.0'

Partida 0.0' ENCO;RADO DESENCO;RADO



hh01401000! 1.0000 0.(### '.1$1.1OPER%R&O

hh01401000# 1.0000 0.(### .$14.($OF&C&%)

hh014010004 !.0000 1.0$$ 1#.'"1#.11PEO*

0.&0

Matrial$+g0!0!00000" 0.!000 0.'04.(0%)%M,RE *E-RO "



p!0!4#11000! 4.0000 1!."0#.!0M%ER% 3OR*&))O

1,.*E+ui%"$

8MO0##010001 #.0000 0.'##0.'06ERR%M&E*3% M%*9%)E

0.&

Partida 0.03 CONCRETO 13) ?g/!9-



hh01401000! !.0000 !.0000 #4.#41.1OPER%R&O

hh01401000# !.0000 !.0000 !'.1!14.($OF&C&%)

hh014010004 1!.0000 1!.0000 1(.#!1#.11PEO*

--0.3*Matrial$

m#0!0(00000# 0.("00 ".001(0.00P&ER% C6%*C%% E 12!<

m#0!0(010004 0.(400 "1.001(0.00%RE*% -R9E%

bls0!!1000001 ".(000 !!'.(0!.00CEME*3O POR3)%* 3&PO & 4!.( +g5

m#0!#'0(0000 0.1"00 0.#$!.00%-9%

&3.*'E+ui%"$

P?gina :10 1




-&/0/-01, 0&8118,&AM


10/55

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8MO0##010001 (.0000 11.04!!0."6ERR%M&E*3% M%*9%)E

11.0,

Partida 0.0* TARRAEO CON MORTERO C8A 18



hh01401000! 1.0000 0.$$$ 11.4(1.1OPER%R&O

hh014010004 0.(000 0.#### 4.#1#.11PEO*

1).*-Matrial$

m#0!04000000 0.01$0 !.0"1#0.00%RE*% F&*%

bls0!!1000001 0.1!00 #.!4!.00CEME*3O POR3)%* 3&PO & 4!.( +g5

m#0!#'0(0000 0.000 0.14!.00%-9%

+g0!(41$000# 0.1!00 #.00!(.00&MPERME%,&)&;%*3E

*.,'E+ui%"$

8MO0##010001 #.0000 0.41(."!6ERR%M&E*3% M%*9%)E0.,3

Partida 0.0& INSTALACION DE ACCESORIOS CAMARA DE TRANSICION

glb/DIA 0.)000Rendimiento Costo unitario directo por : glb 637.100.)000EQ.MO.


hh01401000! 1.0000 1$.0000 !4.!1.1OPER%R&O

hh014010004 0.(000 ".0000 104.""1#.11PEO*

3&.'0Matrial$

u0!0##1001$ 1.0000 (0.00(0.00RE&))% ME3%)&C% C&RC9)%R I1!< c2AG H 0.0# mt7 I124<

gal0!!001000# 0.0010 0.1110(.00CEME*3O P%R% P/C

m0!!000111 ".0000 1#$.001.0039,ER&% P/C %P CD( I41.-0 9t( INCLUE SUMINISTRO E INSTALACION



hh01401000! 1.0000 !.$$$ 4(.'1.1OPER%R&O

hh014010004 1.0000 !.$$$ #4.'$1#.11PEO*

*0.3)Matrial$

u0!0'0#010' 1.0000 !10.00!10.00COMP9ER3% ME3%)&C% 3&PO &;%E E h0.#07 b0.#07e#21$/1' 6 INCLUE SUMINISTRO E INSTALACION7

P?gina :10 1




-&/0/-01, 0&8118,&AM


11/55

F



hh01401000! 1.0000 !.$$$ 4(.'1.1OPER%R&O hh014010004 0.(000 1.#### 1.4"1#.11PEO*

'.-3Matrial$

u0!#'''00$# 1.0000 !00.00!00.003%P% ME3%)&C% E 0.0 mt 0.0 e#21$<

-00.00E+ui%"$

8MO0##010001 #.0000 1.'0$#.!6ERR%M&E*3% M%*9%)E

1.&0

Partida 0,.01.01 TRAO( NIVELACION REPLANTEO



Man" d Obra hh0140000#! 1.0000 (.#### 10".'$!0.4#3OPO-R%FOhh014010004 ".0000 4!.$$$ (('.#$1#.11PEO*

''*.-Matrial$


u0!4401000! 10.0000 10.001.00E3%C% E M%ER%

gal0!(40$00# 0.(000 1".(0#.00P&*39R% EM%)3E

.00E+ui%"$

8MO0##010001 #.0000 !0.0($$".#!6ERR%M&E*3% M%*9%)E

pa0##(4001$ 0.0!(0 1.(0$0.00J&*C6% E (0 m


hm0#4'""000# 1.0000 (.#### $4.001!.003EOO)&3O

1*.**

Partida 0,.01.0- E:CAVACION MANUAL EN TERRENO COMPACTO



hh01401000# 0.1000 0.!!"$ #.##14.($OF&C&%)

hh014010004 1.0000 !.!"( !'.'1#.11PEO*

.0E+ui%"$

8MO0##010001 #.0000 1.00##.#06ERR%M&E*3% M%*9%)E

1.00

Partida 0,.01.0 E:CAVACION MASIVA A PULSO EN TERRENO ROCOSO

9/DIA 1.)000Rendimiento Costo unitario directo por : m# 186.58-.0000EQ.MO.


hh01401000! 0.1000 0.(### '.1$1.1OPER%R&O

hh014010004 !.4('" 1#.11"' 11.''1#.11PEO*

1*1.1)E+ui%"$

8MO0##010001 #.0000 (.4#1"1.1(6ERR%M&E*3% M%*9%)E

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9/DIA -0.0000Rendimiento Costo unitario directo por : m# 23.02-0.0000EQ.MO.


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0.0,

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Partida 0).0- TRAO REPLANTEO


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Partida 0'.03 TARRAEO CON MORTERO C8A 18


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glb/DIA ,.0000Rendimiento Costo unitario directo por : glb 315.490.)000EQ.MO.


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hh01401000! 1.0000 !.$$$ 4(.'1.1OPER%R&O

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30/55

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32/55

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