Analisis de costos unitarios de un edificio de 12 pisos

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Análisis de precios unitarios Presupuesto

0102 010200 0099

Subpresupuesto

001

Partida

RESI RESIDE DENC NCIA IALL "DEL "DEL CARM CARMEN EN"" IEI IEI ESTRUCTURA

01.01.01

(010102010506-0102009-01)

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Costo unitario directo por: Código

Descripción Recurso

0423100010002

SC !"#$S %U&'&C$

Unidad

$00.00

mes

Cantidad

Precio S/.

Parcial S/.

2.0000

3(0.00

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01.01.02

mes

(010112060209-0102009-01)

PRTECCIN ENMALLAD EN LATERALES PARA ,ECINS



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50.05

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CERC DE RA CN PSTES DE MADERA  TRIPLA



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,, ,, ,,

0.0400 0.1200 0.0400

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2925.2

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22.4000 224.0000

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0 1 .0 1 .0 5

8mo d?a

(010102011101-0102009-01)

CERC DE RA CN PSTES DE MADERA  TRIPLA



Unidad

m

96.9

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,, ,, ,,

0.0-00 0.-000 0.-000

1-.314.) 10.0

1.4) 11.)4 -.421.69

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0.-0 0.)( 30.0 32.00 2.(0 ).(0 $.15

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8mo

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.6/

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,, ,, ,,

0.0400 0.1200 0.0400

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Unidad

2925.2

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22.4000 224.0000

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13.31

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01.05.06

(0101001050-0102009-01)

ACARRE DE MATERIAL DISTANCIA 25 METRS



Unidad

16.2

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Cantidad

Precio S/.

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0.0133

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0.1333

120.00

1.00 16.00

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E3%i4+ 0301100020004

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'&& C"R"D$R

01.05.0$

(0106010/0501-0102009-01)

ELIMINACIN DE MATERIAL E;CEDENTE

Costo unitario directo por:

m3

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Unidad

0101010002 010101000(

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030101000 03012200040001

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0.010 0.400

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0.3200

0.21 0.00

0.21 1.20 19.1

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E3%i4+

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01.06.01

(01006020$01-0102009-01)

SLAD ="



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0101010002 0101010003 0101010004 010101000(

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Precio S/.

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0.0100 0.2000 0.1000 0.000

1-.314.) 12.30 10.0

0.12.3 1.23 .3 10.$0

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0.000 0.0100 0.2)00

1.00 (.00 1-.(0

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0.32 1.00 1.2

Man  &*a

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Partida

01.06.02

(010105010$0-0102009-01)

CNCRET ,EREDAS ?@'=10 gB'>2



Unidad

0101010002 0101010003 0101010004 010101000(

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030101000 03010000-

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0.1(.-) 3. 3.112.92

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Man  &*a

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E3%i4+

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01.06.0

(010105011206-0102009-01)

CNCRET 7ALS PIS ENDURECID 7@C=210 gB'>2 ="



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m2

62.9$

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01.06.0

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ENC7RAD DE ,EREDAS  SARDINELES



Unidad

0101010002 0101010003 010101000(

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02040100010001 0204120001000( 0204120001000) 02221400020001 0231010001

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030101000

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01.06.05

8mo

(010105010$06-0102009-01)

CNCRET EN RAMPAS CN RU!ADS ?@'=1$5 gB'>2



Unidad

0101010002 0101010003 0101010004 010101000(

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0213010001 021010001002(

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030101000 03010000-

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Ma*ia+

E3%i4+

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01.0$.01.01

(01010502110-0102009-01)

CNCRET PREME8CLAD LSA DE CIMENTACIN ?@'=210 gB'>2



Unidad

6.62

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(010$1000000-0102009-01)

ACER DE RE7UER8 ?=200 gB'>2



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.$6

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01.0$.02.01

8mo

(010105020109-0102009-01)

CNCRET PREME8CLAD ,IA DE CIMENTACIN ?@'=210 gB'>2



Unidad

6.62

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(0100902020-0102009-01)

ENC7RAD  DESENC7RAD PARA ,IA DE CIMENTACIN



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0101010002 0101010003 0101010004

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01.0$.0.01

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CNCRET PREME8CLAD MURS ARMADS ?@'=210 gB'>2



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ACER DE RE7UER8 ?=200 gB'>2



Unidad

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01.0$.05.01

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(0101050200-0102009-01)

CNCRET PREME8CLAD CLUMNAS ?@'=210 gB'>2



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0101010002 0101010003 0101010004

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(0101050200-0102009-01)

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(01009020206-0102009-01)

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(01010502050/-0102009-01)

CNCRET PREME8CLAD EN ,IAS ?@'=210 gB'>2



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ENC7RAD  DESENC7RAD PARA ,IAS



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8mo

(01010502050-0102009-01)

CNCRET PREME8CLAD LSAS ALIERADAS ?@'=210 gB'>2



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29.$2

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01.0$.09.01

(010105020505-0102009-01)

CNCRET PREME8CLAD LSAS MACI8AS ?@'=210 gB'>2



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29.$2

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(01009020209-0102009-01)

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8mo

(010105020506-0102009-01)

CNCRET PREME8CLAD ESCALERA ?@'=210 gB'>2



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29.$2

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8mo und ,m

(01009020210-0102009-01)

ENC7RAD  DESENC7RAD PARA ESCALERAS



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8mo

(010$1000000-0102009-01)

ACER DE RE7UER8 ?=200 gB'>2



Unidad

.$6

g

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Precio S/.

Parcial S/.

,, ,, ,,

0.003 0.034 0.034

1-.314.) 12.30

0.0) 0.(3 0.4( 1.05

g g

0.000 1.0(00

3.(0 3.30

0.21 3.4) .6/

0.03

0.03 0.0

Man  &*a 0101010002 0101010003 0101010004

C"P"*"+ $PR"R&$ $;&C&"

Ma*ia+ 02040100010002 0204030001


030101000

7RR"'&*"S '"U"S

E %i + 8mo

Partida

01.0$.11.01

(01010502000-0102009-01)

CNCRET PREME8CLAD CISTERNA ?@'=210 gB'>2



Unidad

6/.19

m3

Cantidad

Precio S/.

Parcial S/.

,, ,, ,, ,,

0.0400 0.-000 0.-000 1.2000

1-.314.) 12.30 10.0

0.)4 11.)4 .-4 12.)2 5.0

m3 m3

1.0(00 1.0(00

2-4.) 2).00

2-.0 2-.3( 2$.25

8mo ,m d?a

0.4000 0.1000

1.0( 10.00 -.(0

1.0( 4.00 0.-( 5.90

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C"P"*"+ $PR"R&$ $;&C&" P$

0210100010014 0210(00010001

C$CR*$ PR'+C"D$ ;C210 g/cm2 C$ C'*$ *&P$ 5 SR5&C&$ D !$'!" P"R" C$CR*$ PR'+C"D$

030101000 030120001 0301340001


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E %i +

Partida

01.0$.11.02

(01009020211-0102009-01)

ENC7RAD  DESENC7RAD PARA CISTERNA



Unidad

$.69

m2

Cantidad

Precio S/.

Parcial S/.

,, ,, ,,

0.0(33 0.(333 0.(333

1-.314.) 12.30

0.).-2 .( 15.6


0.3000 0.1(00 0.1(00 0.041) 3.-000

3.(0 3.00 3.00 13.00 (.10

1.0( 0.4( 0.4( 0.(4 1.321./$

0.4

0.4 0.6

Man  &*a 0101010002 0101010003 0101010004

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Ma*ia+ 02040100010001 0204120001000( 0204120001000) 02221400020001 0231010001


030101000

7RR"'&*"S '"U"S

E3%i4+

Partida

01.0$.11.0

8mo

(010$1000000-0102009-01)

ACER DE RE7UER8 ?=200 gB'>2



Unidad

0101010002 0101010003 0101010004

C"P"*"+ $PR"R&$ $;&C&"

02040100010002 0204030001


030101000

7RR"'&*"S '"U"S

.$6

g

Cantidad

Precio S/.

Parcial S/.

,, ,, ,,

0.003 0.034 0.034

1-.314.) 12.30

0.0) 0.(3 0.4( 1.05

g g

0.000 1.0(00

3.(0 3.30

0.21 3.4) .6/

0.03

0.03 0.0

Man  &*a

Ma*ia+

E3%i4+ 8mo

;ec,a :

06B0$B2016 10:2:1 AM

Analisis de costos unitarios de un edificio de 12 pisos

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