ANALISIS DE COSTOS UNITARIOS, PARA CASETA DE SUBESTACION

8/9/2019 ANALISIS DE COSTOS UNITARIOS, PARA CASETA DE SUBESTACION

1/28

10 Pgina :

Anlisis de precios unitarios

Presupuesto 0301009 CASETA DE SUBESTACION ELECTRICA

Subpresupuesto 001 CASETA DE SUBESTACION ELECTRICA

Partida 01.01 LIMPIEZA DE TERRENO MANUAL

Rendimiento m2/DIA MO. 40.0000 EQ. 40.0000 Costo unitario directo por : m2

Cdigo D!"#i$"i% R"!o U%id'd C&'d#i((' C'%)id'd P#"io S/.

M'%o d O*#'

14010002 OPER!R"O ## 0.1000 0.0200 11.2$

14010004 PEO% ## 1.0000 0.2000 &.'&

2.03

E+&i$o!

((010001 )ERR!M"E%*!S M!%+!,ES -MO $.0000 2.0(

0.10

Partida 01.02 TRAZO , REPLANTEO PRELIMINAR



M'%o d O*#'

140000(2 *OPOR!/O ## 1.0000 0.0200 '.'0

14010004 PEO% ## 2.0000 0.0400 &.'&

0.-

M')#i'(!

202010000 C,!OS P!R! M!ER! CC 1 12 3 g 0.0100 (.(

22'0(000( 5ESO E% 6O,S!S E 1& 7. 6O, 0.0100 8.$(

2$41100'0 P"%*+R! ESM!,*E g9n 0.0010 ((.(

2&2010001 ES*!C! E M!ER! 1 12c 1 12;1 E+C und 0.2000 0.$(

0.2-

E+&i$o!

((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 0.$8

(($40012 %"E, *OPOR!/"CO )E 1.0000 0.0200 2.(1

(($4001 M"R!S 5

0.0

Partida 02.01 ECAACIN DE ZANAS PARA CIMIENTO CORRIDO

Rendimiento m3/DIA MO. 3.0000 EQ. 3.0000 Costo unitario directo por : m(


M'%o d O*#'

14010004 PEO% ## 1.0000 2.888 &.'&

23.9-

E+&i$o!

((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 2(.'$

0.2

Partida 02.02 ECAACIN PARA I5AS DE CONEION , AMBIENTES




2/28

M'%o d O*#'

014010004 PEO% ## 1.0000 2.888 &.'&

23.9-

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 2(.'$

0.2

Partida 02.03 ECAACIN PARA ZAPATAS



M'%o d O*#'

014010004 PEO% ## 1.0000 2.888 &.'&

23.9-

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 2(.'$

0.2

Partida 02.04 RELLENO COMPACTADO A MANO CON MATERIAL PROPIO

Rendimiento m3/DIA MO. .0000 EQ. .0000 Costo unitario directo por : m(


M'%o d O*#'

014010004 PEO% ## 1.0000 1.142' &.'&

10.2

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 10.28

0.31

Partida 02.0- RELLENO CON A6IRMADO COMPACTADO PARA PISOS , EREDAS 7E810 CM



M'%o d O*#'

014000022 OPER!OR E EQ+"PO ,""!%O ## 2.0000 0.0&00 11.2$

014010002 OPER!R"O ## 1.0000 0.0400 11.2$

014010004 PEO% ## &.0000 0.(200 &.'&

4.22

M')#i'(!

020$010000 !/"RM!O m( 0.1(00 (0.00

3.90

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 4.22

0(4'0(000( COMP!C*!OR "6R. *"PO P,!%C)! $.& ) #m 2.0000 0.0&00 .10

0.0

Partida 02.0 ELIMINACION DE MATERIAL EECEDENTE :ASTA 30 M 7A MANO USANDO CARRETILLA

Rendimiento m3/DIA MO. .0000 EQ. .0000 Costo unitario directo por : m(


M'%o d O*#'

014010004 PEO% ## 1.0000 1.(((( &.'&

11.9

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 11.'

0.3


3/28

Partida 02.0 SOLADO CON A6IRMADO COMPACTADO 7E810CM



M'%o d O*#'

014000022 OPER!OR E EQ+"PO ,""!%O ## 2.0000 0.0&00 11.2$

014010002 OPER!R"O ## 1.0000 0.0400 11.2$

014010004 PEO% ## &.0000 0.(200 &.'&

4.22M')#i'(!

020$010000 !/"RM!O m( 0.1(00 (0.00

3.90

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 4.22

0(4'0(000( COMP!C*!OR "6R. *"PO P,!%C)! $.& ) #m 2.0000 0.0&00 .10

0.0

Partida 03.01 CONCRETO 1;10 m( 0.&20 $0.00

02('0$0000 !+! m( 0.10$0 1.$0

119.9E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO 2.0000 $(.'$

0(4&010011 ME?C,!OR! E CO%CRE*O E ' @11P( #m 1.0000 0.4444 1$.11

.9

Partida 03.02 CONCRETO 6>C81- ?5/CM2 PARA SOBRECIMIENTOS



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.&000 11.2$

01401000( O/"C"!, ## 1.0000 0.&000 10.0(

014010004 PEO% ## 8.0000 4.&000 &.'&

0.12

M')#i'(!

020$00000( P"ER! C)!%C!! E 123 m( 0.84&0 80.00

020$010004 !RE%! R+ES! m( 0.$400 80.00

0221000000 CEME%*O POR*,!% *"PO " =42.$7> 6O, &.4(00 1&.41

02('0$0000 !+! m( 0.210 1.$0

22.1

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 80.12

0(4&010011 ME?C,!OR! E CO%CRE*O E ' @11P( #m 1.0000 0.&000 1$.11

0(4'$2000( "6R!OR E 4 )P C!6.A2.403 #m 1.0000 0.&000 $.'0


4/28

1.1

Partida 03.03 ENCO6RADO , DESENCO6RADO DE SOBRECIMIENTO



M'%o d O*#'

014010002 OPER!R"O ## 2.0000 1.0000 11.2$

01401000( O/"C"!, ## 2.0000 1.0000 10.0(

21.2M')#i'(!

020201000$ C,!OS P!R! M!ER! CC (3 g 0.1$00 (.(

0202040010 !,!M6RE %ERO %B& g 0.(000 (.10

024(01000( M!ER! *OR%",,O p2 $.400 1.'$

12.1

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 21.2&

0.4

Partida 04.01.01 CONCRETO 6>C81- ?5/CM2 PARA ZAPATAS



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.&000 11.2$

01401000( O/"C"!, ## 1.0000 0.&000 10.0(

014010004 PEO% ## 8.0000 4.&000 &.'&

0.12

M')#i'(!

020$00000( P"ER! C)!%C!! E 123 m( 0.84&0 80.00

020$010004 !RE%! R+ES! m( 0.$400 80.00

0221000000 CEME%*O POR*,!% *"PO " =42.$7> 6O, &.4(00 1&.41

02('0$0000 !+! m( 0.210 1.$0

22.1

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 80.12


0(4'$2000( "6R!OR E 4 )P C!6.A2.403 #m 1.0000 0.&000 $.'0

1.1

Partida 04.01.02 ACERO ESTRUCTURAL TRABAADO PARA ZAPATAS

Rendimiento @g/DIA MO. 220.0000 EQ. 220.0000 Costo unitario directo por : g


M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.0(84 11.2$

01401000( O/"C"!, ## 1.0000 0.0(84 10.0(

0.

M')#i'(!

020204000' !,!M6RE %ERO %B18 g 0.0800 (.0

020(0(004& /"ERRO CO. /5A4200 7CM2 =R!O 80> g 1.000 2.$1

2.91

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO $.0000 0.&

0.04

Partida 04.01.03 CONCRETO EN I5AS DE CONEIN 6>C8 1- ?5/CM2


5/28



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.&000 11.2$

01401000( O/"C"!, ## 1.0000 0.&000 10.0(

014010004 PEO% ## 8.0000 4.&000 &.'&

0.12

M')#i'(!

020$00000( P"ER! C)!%C!! E 123 m( 0.84&0 80.00020$010004 !RE%! R+ES! m( 0.$400 80.00

0221000000 CEME%*O POR*,!% *"PO " =42.$7> 6O, &.4(00 1&.41

02('0$0000 !+! m( 0.210 1.$0

22.1

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 80.12


0(4'00004 "6R!OR E CO%CRE*O 4 )P 2.403 #m 1.0000 0.&000 .10

19.-

Partida 04.01.04 ENCO6RADO , DESENCO6RADO I5A DE CONEIN



M'%o d O*#'

014010002 OPER!R"O ## 2.0000 1.0000 11.2$

01401000( O/"C"!, ## 2.0000 1.0000 10.0(

21.2

M')#i'(!

020201000$ C,!OS P!R! M!ER! CC (3 g 0.1$00 (.(

0202040010 !,!M6RE %ERO %B& g 0.(000 (.10

024(01000( M!ER! *OR%",,O p2 $.400 1.'$

12.1E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 21.2&

0.4

Partida 04.01.0- ACERO EN I5A DE CONEIN 84200 ?g/"m2



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.0(84 11.2$

01401000( O/"C"!, ## 1.0000 0.0(84 10.0(

0.

M')#i'(!

020204000' !,!M6RE %ERO %B18 g 0.0800 (.0

020(0(004& /"ERRO CO. /5A4200 7CM2 =R!O 80> g 1.000 2.$1

2.91

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO $.0000 0.&

0.04

Partida 04.02.01 CONCRETO 6>C8210 ?5/CM2. PARA COLUMNAS



6/28


M'%o d O*#'

014010002 OPER!R"O ## 2.0000 1.8000 11.2$

01401000( O/"C"!, ## 1.0000 0.&000 10.0(

014010004 PEO% ## 12.0000 '.8000 &.'&

112.23

M')#i'(!

020$00000( P"ER! C)!%C!! E 123 m( 0.84&0 80.00

020$010004 !RE%! R+ES! m( 0.$1'0 80.00

0221000000 CEME%*O POR*,!% *"PO " =42.$7> 6O, '.1$00 1&.41

02('0$0000 !+! m( 0.210 1.$023.0

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 112.2(


0(4'00004 "6R!OR E CO%CRE*O 4 )P 2.403 #m 1.0000 0.&000 .10

21.14

Partida 04.02.02 ENCO6RADO , DESENCO6RADO NORMAL EN COLUMNAS

Rendimiento m2/DIA MO. .0000 EQ. .0000 Costo unitario directo por : m2

Cdigo D!"#i$"i% R"!o U%id'd C&'d#i((' C'%)id'd P#"io S/.M'%o d O*#'

014010002 OPER!R"O ## 1.0000 1.0000 11.2$

01401000( O/"C"!, ## 1.0000 1.0000 10.0(

21.2

M')#i'(!

020201000$ C,!OS P!R! M!ER! CC (3 g 0.100 (.(

0202040010 !,!M6RE %ERO %B& g 0.(000 (.10

024(01000( M!ER! *OR%",,O p2 4.2400 1.'$

9.3

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO $.0000 21.2&

1.0

Partida 04.02.03 ACERO ESTRUCTURAL TRABAADO PARA COLUMNAS



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.0(84 11.2$

01401000( O/"C"!, ## 1.0000 0.0(84 10.0(

0.

M')#i'(!

020204000' !,!M6RE %ERO %B18 g 0.0800 (.0

020(0(004& /"ERRO CO. /5A4200 7CM2 =R!O 80> g 1.000 2.$1

2.91

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO $.0000 0.&

0.04

Partida 04.03.01 CONCRETO EN I5AS 6>C 210 ?5/CM2



M'%o d O*#'

014010002 OPER!R"O ## 2.0000 1.8000 11.2$


7/28

01401000( O/"C"!, ## 1.0000 0.&000 10.0(

014010004 PEO% ## 12.0000 '.8000 &.'&

112.23

M')#i'(!

020$00000( P"ER! C)!%C!! E 123 m( 0.84&0 80.00

020$010004 !RE%! R+ES! m( 0.$1'0 80.00

0221000000 CEME%*O POR*,!% *"PO " =42.$7> 6O, '.1$00 1&.41

02('0$0000 !+! m( 0.210 1.$0

23.0

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 112.2(0(4&010011 ME?C,!OR! E CO%CRE*O E ' @11P( #m 1.0000 0.&000 1$.11

0(4'00004 "6R!OR E CO%CRE*O 4 )P 2.403 #m 1.0000 0.&000 .10

21.14

Partida 04.03.02 ENCO6RADO , DESENCO6RADO NORMAL EN I5AS



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 1.0000 11.2$

01401000( O/"C"!, ## 1.0000 1.0000 10.0(

21.2

M')#i'(!

020201000$ C,!OS P!R! M!ER! CC (3 g 0.2400 (.(

0202040010 !,!M6RE %ERO %B& g 0.2100 (.10

024(01000( M!ER! *OR%",,O p2 2.01(0 1.'$

-.4

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 21.2&

0.4

Partida 04.03.03 ACERO ESTRUCTURAL TRABAADO PARA I5AS



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.0(84 11.2$

01401000( O/"C"!, ## 1.0000 0.0(84 10.0(

0.

M')#i'(!

020204000' !,!M6RE %ERO %B18 g 0.0800 (.0

020(0(004& /"ERRO CO. /5A4200 7CM2 =R!O 80> g 1.000 2.$1

2.91

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO $.0000 0.&

0.04

Partida 04.04.01 CONCRETO 6>C8210 ?5/CM2. PARA LOSAS ALI5ERADAS



M'%o d O*#'

014010002 OPER!R"O ## 2.0000 1.8000 11.2$

01401000( O/"C"!, ## 1.0000 0.&000 10.0(

014010004 PEO% ## 12.0000 '.8000 &.'&

112.23


8/28

M')#i'(!

020$00000( P"ER! C)!%C!! E 123 m( 0.84&0 80.00

020$010004 !RE%! R+ES! m( 0.$1'0 80.00

0221000000 CEME%*O POR*,!% *"PO " =42.$7> 6O, '.1$00 1&.41

02('0$0000 !+! m( 0.210 1.$0

23.0

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 112.2(


0(4'$2000( "6R!OR E 4 )P C!6.A2.403 #m 1.0000 0.&000 $.'0

20.1

Partida 04.04.02 ENCO6RADO , DESENCO6RADO NORMAL EN LOSAS ALI5ERADAS

Rendimiento m2/DIA MO. 13.-000 EQ. 13.-000 Costo unitario directo por : m2


M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.$'28 11.2$

01401000( O/"C"!, ## 1.0000 0.$'28 10.0(

12.1

M')#i'(!

0202010002 C,!OS P!R! M!ER! CC 2 123 g 0.1000 (.(

0202040010 !,!M6RE %ERO %B& g 0.1000 (.10

024(01000( M!ER! *OR%",,O p2 (.$(00 1.'$

.-

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 12.81

0.3

Partida 04.04.03 LADRILLO :UECO DE ARCILLA 1-3030 CM PARA TEC:O ALI5ERADO

Rendimiento &%d/DIA MO. 100.0000 EQ. 100.0000 Costo unitario directo por : und

Cdigo D!"#i$"i% R"!o U%id'd C&'d#i((' C'%)id'd P#"io S/.M'%o d O*#'

014010004 PEO% ## &.0000 0.0400 &.'&

0.3

M')#i'(!

021010004 ,!R",,O P*EC)O E 1$;(0;(0 CM & )CO und 1.0$00 1.(0

1.3

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 0.(8

0.01

Partida 04.04.04 ACERO ESTRUCTURAL TRABAADO PARA LOSAS ALI5ERADAS



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.0(84 11.2$

01401000( O/"C"!, ## 1.0000 0.0(84 10.0(

0.

M')#i'(!

020204000' !,!M6RE %ERO %B18 g 0.0800 (.0

020(0(004& /"ERRO CO. /5A4200 7CM2 =R!O 80> g 1.000 2.$1

2.91

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO $.0000 0.&


9/28

0.04

Partida 0-.01 MUROS DE LADRILLO ?? DE ARCILLA DE SO5A C/M 1;4 1.-CM.

Rendimiento m2/DIA MO. 9.4-00 EQ. 9.4-00 Costo unitario directo por : m2


M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.&488 11.2$

014010004 PEO% ## 0.$00 0.8(4' &.'&

1-.22M')#i'(!

0202020004 C,!OS /o %o CC (3 g 0.0020 4.$0

020$010004 !RE%! R+ES! m( 0.0(00 80.00

02100002 ,!R",,O 7.7. E !RC",,! 101(2( CM und (8.0000 0.4(

0221000000 CEME%*O POR*,!% *"PO " =42.$7> 6O, 0.28(0 1&.41

02('0$0000 !+! m( 0.1&40 1.$0

024(01000( M!ER! *OR%",,O p2 0.4000 1.'$

23.19

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 1$.22

0.4

Partida 0.01 TARRAEO EN INTERIORES , ETERIORES ESPESOR 1.-CM MEZCLA 1;-



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 1.0000 11.2$

014010004 PEO% ## 0.((00 0.((00 &.'&

14.21

M')#i'(!

0202010002 C,!OS P!R! M!ER! CC 2 123 g 0.0200 (.(

0204000000 !RE%! /"%! m( 0.0180 0.00

0221000000 CEME%*O POR*,!% *"PO " =42.$7> 6O, 0.110 1&.41

02('0$0000 !+! m( 0.1&40 1.$0

024(01000( M!ER! *OR%",,O p2 0.2000 1.'$

024(1800$2 RE,! E M!ER! p2 0.02$0 1.$&

4.0-

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 14.21

0.43

Partida 0.02 CIELO RASO C/MORTERO 1;- 1.-CM.



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 1.0000 11.2$

014010004 PEO% ## 0.((00 0.((00 &.'&

14.21

M')#i'(!

020201000$ C,!OS P!R! M!ER! CC (3 g 0.0040 (.(

0204000000 !RE%! /"%! m( 0.010 0.00

0221000000 CEME%*O POR*,!% *"PO " =42.$7> 6O, 0.1188 1&.41

02('0$0000 !+! m( 0.0040 1.$0

024(01000( M!ER! *OR%",,O p2 0.$&'0 1.'$

024(1800$2 RE,! E M!ER! p2 0.020 1.$&


10/28

4.--

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 14.21

0.43

Partida 0.01 PISOS , EREDAS DE CONCRETO 6>C8140 ?5/CM2 E810 CM PASTA 1;2



M'%o d O*#'014010002 OPER!R"O ## (.0000 0.2400 11.2$

01401000( O/"C"!, ## 1.0000 0.0&00 10.0(

014010004 PEO% ## 8.0000 0.4&00 &.'&

.1

M')#i'(!

0204000000 !RE%! /"%! m( 0.01(0 0.00

020$00000( P"ER! C)!%C!! E 123 m( 0.0&&0 80.00

020$010004 !RE%! R+ES! m( 0.0$10 80.00

0221000000 CEME%*O POR*,!% *"PO " =42.$7> 6O, 0.'(80 1&.41

02('0$0000 !+! m( 0.2$00 1.$0

024(01000( M!ER! *OR%",,O p2 0.&(00 1.'$

2.4E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 .&1

0(4&010011 ME?C,!OR! E CO%CRE*O E ' @11P( #m 0.2$00 0.0200 1$.11

0.-3

Partida 0.02 ENCO6RADO , DESENCO6RADO DE EREDAS



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.$000 11.2$

01401000( O/"C"!, ## 1.0000 0.$000 10.0(

10.-

M')#i'(!

0202010002 C,!OS P!R! M!ER! CC 2 123 g 0.12'' (.(

020204000' !,!M6RE %ERO %B18 g 0.2$00 (.0

024(01000( M!ER! *OR%",,O p2 (.22&0 1.'$

.0

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 10.8$

0.32

Partida 0.03 UNTAS AS6ALTICAS E81 PARA EREDAS

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


M'%o d O*#'

01401000( O/"C"!, ## 1.0000 0.0&00 10.0(

014010004 PEO% ## (.0000 0.2400 &.'&

2.9

M')#i'(!

0204000000 !RE%! /"%! m( 0.0020 0.00

021(000008 !S/!,*O RC@2$0 g9n 0.1((0 $$.

.-

E+&i$o!


11/28

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 2.'8

0.09

Partida 0.01 PUERTA METALICA DE 0.90 2.10 UNA :OA

Rendimiento 5LB/DIA MO. 1.0000 EQ. 1.0000 Costo unitario directo por : ,6


M')#i'(!

02$8''0022 P+ER*! ME*!,"C! E 0.'0 ; 2.10 +%! )O< und 1.0000 1D&00.00

100.00

Partida 0.02 PUERTA METALICA DE 1.0 2.10 DOS :OAS

Rendimiento 5LB/DIA MO. 1.0000 EQ. 1.0000 Costo unitario directo por : ,6


M')#i'(!

02$8''002( P+ER*! ME*!,"C! E 1.80 ; 2.10 OS )O< und 1.0000 2D800.00

200.00

Partida 0.03 ENTANA DE 6IERRO C/AN5ULO DE 11/ , MALLA DE 3/4 ELECTROSOLDADA

Rendimiento m2/DIA MO. -.0000 EQ. -.0000 Costo unitario directo por : m2


M'%o d O*#'

014010002 OPER!R"O ## 1.0000 1.8000 11.2$

014010004 PEO% ## 0.2$00 0.4000 &.'&

21.-9

M')#i'(!

0202080008 PER%O E EP!%S"O% (&3 ; 23 pa (.0000 $.00

022'$0000( SO,!+R! CE,,OCOR 1&3 g 0.0&00 12.00

0248000040 M!,,! ME*!,"C! E (43 m2 1.0$00 (0.00

02$10100$ !%+,O 13;1&3 m .1888 12.00

133.4

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 21.$'

0(4'000$0 MO*OSO,!OR! E 2$0 !MP. #m 0.2$00 0.4000 8.4(

3.22

Partida 09.01 PINTURA LATE EN INTERIORES , ETERIORES 2 MANOS



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.2&$ 11.2$

3.21

M')#i'(!

02(0''001' ,"

02$40(002 P"%*+R! ,!*E S+PERM!*E g9n 0.0400 (8.(0

02$4&(0001 P"%*+R! "MPR"M!%*E g9n 0.1(00 (8.'8

.-1

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 (.21

0.10

Partida 09.02 PINTURA LATE EN CIELO RASO 2 MANOS


12/28



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.288 11.2$

3.00

M')#i'(!

02$40(002 P"%*+R! ,!*E S+PERM!*E g9n 0.0400 (8.(0

02$4&(0001 P"%*+R! "MPR"M!%*E g9n 0.1(00 (8.'8

.2-

E+&i$o!0((010001 )ERR!M"E%*!S M!%+!,ES -MO 2.0000 (.00

0.0

Partida 09.03 PINTURA EN CARPINTERFA METALICA

Rendimiento M2/DIA MO. 2-.0000 EQ. 2-.0000 Costo unitario directo por : M2


M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.(200 11.2$

014010004 PEO% ## 0.((00 0.10$8 &.'&

4.--M')#i'(!

02('02002 ,"

02$41100'0 P"%*+R! ESM!,*E g9n 0.0400 ((.(

2.-0

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 4.$$

0.14

Partida 10.01.01 ECAACIN PARA CELDAS



M'%o d O*#'

014010004 PEO% ## 1.0000 2.888 &.'&

23.9-

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 2(.'$

0.2

Partida 10.01.02 SOLADO CON A6IRMADO COMPACTADO 7E810CM



M'%o d O*#'

014000022 OPER!OR E EQ+"PO ,""!%O ## 2.0000 0.0&00 11.2$

014010002 OPER!R"O ## 1.0000 0.0400 11.2$

014010004 PEO% ## &.0000 0.(200 &.'&

4.22

M')#i'(!

020$010000 !/"RM!O m( 0.1(00 (0.00

3.90

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 4.22

0(4'0(000( COMP!C*!OR "6R. *"PO P,!%C)! $.& ) #m 2.0000 0.0&00 .10


13/28

0.0

Partida 10.02.01 CONCRETO 6>C8210 ?5/CM2.



M'%o d O*#'

014010002 OPER!R"O ## 2.0000 1.8000 11.2$

01401000( O/"C"!, ## 1.0000 0.&000 10.0(

014010004 PEO% ## 12.0000 '.8000 &.'&

112.23

M')#i'(!

020$00000( P"ER! C)!%C!! E 123 m( 0.84&0 80.00

020$010004 !RE%! R+ES! m( 0.$1'0 80.00

0221000000 CEME%*O POR*,!% *"PO " =42.$7> 6O, '.1$00 1&.41

02('0$0000 !+! m( 0.210 1.$0

23.0

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 112.2(


0(4'00004 "6R!OR E CO%CRE*O 4 )P 2.403 #m 1.0000 0.&000 .10

21.14

Partida 10.02.02 ENCO6RADO , DESENCO6RADO



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 1.0000 11.2$

01401000( O/"C"!, ## 1.0000 1.0000 10.0(

21.2

M')#i'(!

020201000$ C,!OS P!R! M!ER! CC (3 g 0.100 (.(

0202040010 !,!M6RE %ERO %B& g 0.(000 (.10

024(01000( M!ER! *OR%",,O p2 4.2400 1.'$

9.3

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO $.0000 21.2&

1.0

Partida 10.02.03 ACERO ESTRUCTURAL PARA CELDAS



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.0(84 11.2$

01401000( O/"C"!, ## 1.0000 0.0(84 10.0(

0.

M')#i'(!

020204000' !,!M6RE %ERO %B18 g 0.0800 (.0

020(0(004& /"ERRO CO. /5A4200 7CM2 =R!O 80> g 1.000 2.$1

2.91

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO $.0000 0.&

0.04

Partida 10.03.01 TARRAEO ESPESOR 1CM MEZCLA 1;-


14/28



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 1.0000 11.2$

014010004 PEO% ## 0.((00 0.((00 &.'&

14.21

M')#i'(!

0202010002 C,!OS P!R! M!ER! CC 2 123 g 0.0200 (.(

0204000000 !RE%! /"%! m( 0.0180 0.000221000000 CEME%*O POR*,!% *"PO " =42.$7> 6O, 0.110 1&.41

02('0$0000 !+! m( 0.1&40 1.$0

024(01000( M!ER! *OR%",,O p2 0.2000 1.'$

024(1800$2 RE,! E M!ER! p2 0.02$0 1.$&

4.0-

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 14.21

0.43

Partida 10.04.01 6ILTRO DE 5RAA



M'%o d O*#'

014010002 OPER!R"O ## 1.0000 2.0000 11.2$

014010004 PEO% ## 0.$000 1.0000 &.'&

31.4

M')#i'(!

020$000020 R!! P!R! /",*RO E 10 ! 2$ mm m( 1.0$00 80.00

3.00

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 (1.4&

0.94

Partida 10.04.02 TUBERIA DE PC SAL 2 PER6ORADO

Rendimiento m/DIA MO. 20.0000 EQ. 20.0000 Costo unitario directo por : m


M'%o d O*#'

014010002 OPER!R"O ## 1.0000 0.4000 11.2$

014010004 PEO% ## 2.0000 0.&000 &.'&

11.

M')#i'(!

02(0480011 PE!ME%*O P!R! PC !+! /OR+"* g9n 0.00(0 &1.$2

02(01000 *+6O PC S!, 23 m 1.0$00 2.84

3.01

E+&i$o!

0((010001 )ERR!M"E%*!S M!%+!,ES -MO (.0000 11.8&

0.3-


15/28

1

2.13

P'#"i'( S/.

0.2(

1.&0

0.10

0.89

P'#"i'( S/.

0.20

0.(8

0.04

0.0

0.0(

0.11

0.02

0.0$

0.01

24.67

P'#"i'( S/.

2(.'$

0.2

24.67

P'#"i'( S/.


16/28

2(.'$

0.2

24.67

P'#"i'( S/.

2(.'$

0.2

10.57

P'#"i'( S/.

10.28

0.(1

8.82

P'#"i'( S/.

0.'0

0.4$

2.&

(.'0

0.1(

0.$

12.33

P'#"i'( S/.

11.'

0.(8


17/28

8.82

P'#"i'( S/.

0.'0

0.4$

2.&

(.'0

0.1(

0.$

181.72

P'#"i'( S/.

1$.00

1$.00

2(.'$

20.18

$8.08

4(.80

0.18

1.0&

8.1

305.54

P'#"i'( S/.

'.00

&.02

4(.10

(&.&&

(2.40

1$$.20

0.((

1.&0

12.0'

4.2


18/28

34.08

P'#"i'( S/.

11.2$

10.0(

0.$8

0.'(

10.8

0.84

305.54

P'#"i'( S/.

'.00

&.02

4(.10

(&.&&

(2.40

1$$.20

0.((

1.&0

12.0'

4.2

3.73

P'#"i'( S/.

0.41

0.(

0.22

2.8'

0.04


19/28

306.50

P'#"i'( S/.

'.00

&.02

4(.10

(&.&&(2.40

1$$.20

0.((

1.&0

12.0'

$.8&

34.08

P'#"i'( S/.

11.2$

10.0(

0.$8

0.'(

10.8

0.84

3.73

P'#"i'( S/.

0.41

0.(

0.22

2.8'

0.04

372.17


20/28

P'#"i'( S/.

1&.00

&.02

&8.21

(&.&&

(1.14

18&.4$

0.((

(.(

12.0'

$.8&

32.17

P'#"i'( S/.

11.2$

10.0(

0.8(

0.'(

&.2

1.08

3.73

P'#"i'( S/.

0.41

0.(

0.22

2.8'

0.04

372.17

P'#"i'( S/.

1&.00


21/28

&.02

&8.21

(&.&&

(1.14

18&.4$

0.((

(.(12.0'

$.8&

27.40

P'#"i'( S/.

11.2$

10.0(

0.'0

0.8$

(.'(

0.84

3.73

P'#"i'( S/.

0.41

0.(

0.22

2.8'

0.04

371.21

P'#"i'( S/.

1&.00

&.02

&8.21


22/28

(&.&&

(1.14

18&.4$

0.((

(.(

12.0'

4.2

20.55

P'#"i'( S/.

8.8

$.'4

0.(

0.(1

8.&&

0.(&

1.74

P'#"i'( S/.

0.(8

1.(

0.01

3.73

P'#"i'( S/.

0.41

0.(

0.22

2.8'

0.04


23/28

38.87

P'#"i'( S/.

'.$2

$.0

0.01

1.&0

1$.4&

4.&4

0.2&

0.&

0.48

18.69

P'#"i'( S/.

11.2$

2.'8

0.0

1.12

2.1$

0.2&

0.('

0.04

0.4(

19.19

P'#"i'( S/.

11.2$

2.'8

0.01

1.1'

2.1$

0.01

1.1$

0.04


24/28

0.4(

36.82

P'#"i'( S/.

2.0

0.&0

4.(1

0.'1

$.2&

(.08

1.2(

0.(&

1.82

0.2(

0.(0

18.67

P'#"i'( S/.

$.8(

$.02

0.4&

0.'(

8.2'

0.(2

10.61

P'#"i'( S/.

0.&0

2.18

0.14

.42


25/28

0.0'

1,800.00

P'#"i'( S/.

1D&00.00

2,600.00

P'#"i'( S/.

2D800.00

158.27

P'#"i'( S/.

1&.00

(.$'

1$.00

0.'8

(1.$0

&8.00

0.8$

2.$

9.82

P'#"i'( S/.

(.21

0.28

1.4$

4.&0

0.10


26/28

9.31

P'#"i'( S/.

(.00

1.4$

4.&0

0.08

7.19

P'#"i'( S/.

(.80

0.'$

0.1

0.'&

1.($

0.14

24.67

P'#"i'( S/.

2(.'$

0.2

8.82

P'#"i'( S/.

0.'0

0.4$

2.&

(.'0

0.1(

0.$


27/28

372.17

P'#"i'( S/.

1&.00

&.02

&8.21

(&.&&

(1.14

18&.4$

0.((

(.(

12.0'

$.8&

32.17

P'#"i'( S/.

11.2$

10.0(

0.8(

0.'(

&.2

1.08

3.73

P'#"i'( S/.

0.41

0.(

0.22

2.8'

0.04


28/28

18.69

P'#"i'( S/.

11.2$

2.'8

0.0

1.122.1$

0.2&

0.('

0.04

0.4(

95.42

P'#"i'( S/.

22.$0

&.'&

8(.00

0.'4

15.04

P'#"i'( S/.

4.$0

.1&

0.24

2.

0.($

ANALISIS DE COSTOS UNITARIOS, PARA CASETA DE SUBESTACION

Documents

Transcript of ANALISIS DE COSTOS UNITARIOS, PARA CASETA DE SUBESTACION