Mano de Obra Cacho55

7/23/2019 Mano de Obra Cacho55

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CALCULO DE MANO DE OBRA

OBRA:

Jornada: 8 Horas/dia Plazo proyecto:

COSTO MO

% Pen Ofcial

JB 36.87 40.4

Buc !!.06! !.07" "" Essalud #$ 6.!6% 6.7#

"" Indemnizacin !%$ %.%3! 6.036

" "" SCTR 3$ .0%% .43

M!ilidad 7. 7.

O!e"l 0.600 0.600

Pliza Essalud #ida 0.00 0.00

Al$u"a %$ 0 0

Al$i$ud 0 0

Cn$ac$ cn el Aua 0$ 0 0

BenefcisEscla"idad #.!7% !0.06

&"a$ifcacines .$ 8.!#3 8.#4

Dminical !7.63$ 6.4## 7.0#3

'e"iads 4.4!$ !.66 !.77%

#acacines !!.%4$ 4.%% 4.644

C$a Ba( Ce"

COSTO DE EMPRESA 0.#3 0.#3

TOTAL ##.47 !07.83TOTAL )**+ ,-.-/ ,0.0,

*. E1TRAS )2*+ !8.730 0.44

*. E1TRAS )32*+

TOTAL )Sles4d5a+ ,,6.27 ,28.2,

TOTAL ** ,2.9: ,-.6:


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&. 'a()io *

6 +eses

INCREMENTO

O;e"a"i Ca;a$az Ca;a$az

47.% %.3% O;e"a"i

!%. !6.744 Ofcial !.748.4 8.844 Pen !.%7

7.!% 7.84#

.747 .#48 Pro(. Hi,os 3

7. 7. Otras 'at. 0.06

0.600 0.600 -PP 0.%

0.00 0.00

.37% 0

0 0 A


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3.00

JB BUC

%.3% 3$

4%.% 3$

38.% 30$3%.3 30$

i,os

/HH

/HH

oles/d1a

oles/d1a

oles/6(eses

oles/(es

a partir del 4 piso

soles/d1a 23000(sn(

0.% /HH

0.06 /HH

0.3! /HH

8.048 #.% !0.46%

.!73 .%6% .86

,7.22, ,2.7/: ,-.28,

OPERARIO 18.36

OFICIAL 15.39

PEON 13.84


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CALCULO DE MANO DE OBRA

OBRA:

Jornada: 8 Horas/dia Plazo proyecto:

COSTO MO

% Pen Ofcial

JB 3.30 36.!0

Buc #.6# !0.83" "" le?es scialess"=

37.4 4!.8

"" BUC !4$ !.36 !.%

" "" SCTR 3$ 0.00 0.00

M!ilidad 7.0 7.0

O!e"l 0.60 0.60

Pliza Essalud #ida 0.!7 0.!7

Al$u"a %$ 0.00 0.00

Al$i$ud 0.00 0.00Cn$ac$ cn el Aua 0$ 0.00 0.00

OTROS COSTOS DE EMPRESA !.60 !.60

Benefcis

Escla"idad

&"a$ifcacines .$ 0.00 0.00

Dminical !7.63$ 0.00 0.00

'e"iads 4.4!$ 0.00 0.00

#acacines !!.%4$ 0.00 0.00

C$a Ba( Ce"

COSTO DE EMPRESA 0.#3 0.#3

TOTAL #0.34 ##.83

TOTAL )**+ ,,.28 ,2.06

INCREMENTO % 3.%6 4.00

*. E1TRAS )2*+ 30.08 33.6

*. E1TRAS )32*+

TOTAL )Sles4d5a+ ,27.02 ,-0.-8

TOTAL ** ,2.89 ,0.-9

!.47#30%


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&. 'a()io *

6 +eses

INCREMENTO

O;e"a"i Ca;a$az Ca;a$az

40.80 %.38 O;e"a"i

!3.06 !6.76 Ofcial !.6Pen !.3

47.6 60.68

!.83 .3%

!!%.84$ 3%.#!0

0.00 0.00 Pro(. Hi,os 3

7.0 7.0 Otras 'at. 0.06

0.60 0.60 -PP 0.%

0.!7 0.!7

0.00 0.00 4.% %.0%4

0.00 0.00 A


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3.00

JB BUC

%.38 3$

38.8 3$

34.% 30$3! 30$

36.#60 44.#%0 60.680

i,os

/HH

/HH

%.7! 7.333

oles/d1a

oles/d1a

oles/6(esesoles/(es

a partir del 4 piso

soles/d1a 23000(sn(

0.% /HH

0.06 /HH

0.3! /HH

!3.43 !.7

0.63 %.00

7. 8.!6 !0.476#.%#! !0.840 !3.#!6

,/.6,, ,8.777 20.-82

OPERARIO 18.36

OFICIAL 15.39

PEON 13.84


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ANALIS DE COSTOS UNITARIOS

'A'5O - 'A&A - ARO

H* 7

* %0

A* 4 c(

APAR-JO - O9A '* .84408#!

'AB-A '* 46.!36!0!%

'A&O '* 7.6!46#636 !0$ 8.376!66

5A ;AOR - ;-&A 2/.

ARO +AR 0.67

%0"4"7

'O'R-&O


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! (

0.4

! (

;O5+- - 'O'R-&O

0.!6#640! (3

! (3

0.!6#640!

*

! (3

0.!6#640!

y*

considerando el % $ de desperdicio %$

ce(ento !.%8%877

arena 0.!870833

AA - 'O&O 5&ARO

R-+-&O !0 ( HORA 8Descripcin Insumo Unidad Cuadrilla Cantidad Precio

Mano de Obra

CAPATAZ HH 0.10 0.08 17.72

OPERARIO HH 2.00 1.60 14.06

PEON HH 1.00 0.80 11.29

Materiales

ladrillo UND 8.38 0.63

concr!o li#$ido %3 0.% 2.&0 6.3&

c%n!o 'or!lan !'1 (l) 1.&9 13.4&

arna *r$)a %3

arena fina %3 0.!# 36.4%

acr' +, -4200 * !.%6 1&.60 2.10

/ra%in!a) , #$i'o) %$ 3.#%

!8 pre@Cnta nC(ero !8


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R-;O


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considerando desperdicios

0.!!66 )ols de ce(n

0.0!63 de arena Ina

"(Crios de (enos de ( a 4( de lon@itCd

R-+-&O !% ( HORA 8Descripcin Insumo Unidad Cuadrilla Cantidad Precio

Mano de Obra

CAPATAZ HH 0.10 0.0& 17.72

OPERARIO HH 1.00 0.&3 14.06

PEON HH 0.&0 0.27 11.29

Materialesc%n!o 'or!lan !'1 (l) 0.12 17.38

arna *r$)a %3

arena fina %3 0.0 46.6!

/ra%in!a) , #$i'o) %$ !!.46

anda(io de (adera 0.%8 4.3#4

+-'AORA ! 3.%%%%%6 !4.!#%

&O&A

'A'5O - 'A&A - 5+O PARA ( PARA &ARRAJ-O

Cn a)olsa de ce(ento ocCpaCn FolC(en de !pie3 * 0.08

porcion !:% Ciere decir Ce

% 0.07 !.036

por otro lado ! ( de tarra,eo de !.%c

0.0!%(3

0.0!% (


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! (

!


0.!!66 )ols de ce(n

0.0!63 de arena Ina

"(Crios de (as a 4( de lon@itCd


Mano de Obra

CAPATAZ HH 0.10 0.0& 17.72OPERARIO HH 1.00 0.&0 14.06

PEON HH 0.&0 0.2& 11.29

Materiales

c%n!o 'or!lan !'1 (l) 0.12 17.38

arna *r$)a %3

arena fina %3 0.0 46.6!

/ra%in!a) , #$i'o) %$ !0.74


+-'AORA ! 3.333 !4.!#%

&O&A




% 0.07 !.036


0.0!%(3


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0.0!% (

! (

!


0.!!66 )ols de ce(n

0.0!63 de arena Ina

&O&A &ARRAJ-O &-ROR- 8%.07 /.

!8 pre@Cnta nC(ero !8R-;O


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% 0.07 !.036


0.0!%(3

0.0!% (

! (

!


0.!!66 )ols de ce(n

0.0!63 de arena Ina

"(Crios de (enos de ( a 4( de lon@itCd

R-+-&O # ( HORA 8Descripcin Insumo Unidad Cuadrilla Cantidad Precio

Mano de Obra

CAPATAZ HH 0.10 0.09 17.72

OPERARIO HH 1.00 0.89 14.06

PEON HH 0.&0 0.44 11.29

Materiales

c%n!o 'or!lan !'1 (l) 0.12 17.38

arna *r$)a %3

arena fina %3 0.0 46.6!

/ra%in!a) , #$i'o) %$ !#.!0


+-'AORA ! %.#%#6 !4.!#%

&O&A



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% 0.07 !.036


0.0!%(3

0.0!% (

! (

!


0.!!66 )ols de ce(n

0.0!63 de arena Ina

"(Crios de (as a 4( de lon@itCd


Mano de Obra

CAPATAZ HH 0.10 0.08 17.72

OPERARIO HH 1.00 0.80 14.06

PEON HH 0.&0 0.40 11.29

Materiales

c%n!o 'or!lan !'1 (l) 0.12 17.38

arna *r$)a %3

arena fina %3 0.0 46.6!

/ra%in!a) , #$i'o) %$ !7.!#



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+-'AORA ! %.33 !4.!#%

&O&A




% 0.07 !.036


0.0!%(3

0.0!% (

! (

!


0.!!66 )ols de ce(n

0.0!63 de arena Ina

&O&A &ARRAJ-O &-ROR- !6.78 /.

PAR&A 5 +-&RAO

R-;O


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!.%

c(

OBA-R;A'O- !%0

/.40.0K9; 40 67

cantidad de ladrillos de c anto

en !( entra


17/51

8.376!66

0.4(3

(

8.# )ls

!.%0#7#783 )ls ce(ento

!.0%(3

y 0.3880.0%%

0.!78! (3 de arena

!00$ !0%$

)ls

arena

HParcial total

!!6.63

1.42

22.&0

9.03

32.95

concreto liCido 0.%

&.2& !0

1&.88 !.%6

21.32

6.82

32.76

82.03

,./:

!.6%


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H

Parcial total material unidad

0.83 ce(ento )ls

1.42 arena Ina (3

11.2& arena @rCesa (36

4.&2 (adera torniCllo p

17.19

+-'AORA 4.%

2.03

0.76

2.79

7.6/

0.86

R-+-&O

!#.% !.8+3/A

proporcion

(3 es decir 7.4 )ls !:0!

ocCpan 0.07 (3 !:0

!:03

0.07 (3 de ce(ento se reCiere !:04

!:0%

(3 de arena !:06

!:07

!:08

de espesor entran

de (ezcla ce(entio arena

FolC(en de (ezcla por (

0.0!%(3

cantidad de insC(o

0.!!! )ls ce(ento

0.0!6 (3 arena

( sin considerar desperdicios


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%$ %$ !00$ !0%$

to por (

por (

HParcial total material unidad

3.#8 ce(ento )ls

0.94 arena Ina (3

7.&0 arena @rCesa (36

3.01 (adera torniCllo p

11.46

+-'AORA 4.%2.03

0.76

2.79

7.:9

0.%7

.%47%# R-+-&O

!%.6 .%+3/A

!8.!7

proporcion

(3 es decir 7.4 )ls !:0!

ocCpan 0.07 (3 !:0

!:03


!:0%

(3 de arena !:06

!:07

!:08

de espesor entran



0.0!%(3


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cantidad de insC(o

0.!!! )ls ce(ento

0.0!6 (3 arena


%$ %$ !00$ !0%$

to por (

por (


3!.% ce(ento )ls

0.89 arena Ina (37.03 arena @rCesa (36

2.82 (adera torniCllo p

10.74

+-'AORA 4.%

2.03

0.76

2.79

7.:0

0.%4

.%47%# R-+-&O

!4.64 .4+3/A

!7.!#

proporcion

(3 es decir 7.4 )ls !:0!

ocCpan 0.07 (3 !:0

!:03


!:0%

(3 de arena !:06

!:07

!:08

de espesor entran



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0.0!%(3

cantidad de insC(o

0.!!! )ls ce(ento

0.0!6 (3 arena


%$ %$ !00$ !0%$

to por (

por (


8.%6 ce(ento )ls

2.02 arena Ina (3

16.07 arena @rCesa (36

6.4& (adera torniCllo p

24.55

+-'AORA 4.%

2.03

0.76

2.79

,.2-

!.3

R-+-&O

33.47 !.0%+3/A

proporcion

(3 es decir 7.4 )ls !:0!

ocCpan 0.07 (3 !:0

!:03


!:0%


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(3 de arena !:06

!:07

!:08

de espesor entran



0.0!%(3

cantidad de insC(o

0.!!! )ls ce(ento

0.0!6 (3 arena


%$ %$ !00$ !0%$

to por (

por (


%!.4! ce(ento )ls

1.&7 arena Ina (3

12.&0 arena @rCesa (36

&.02 (adera torniCllo p

19.10

+-'AORA 4.%

2.03

0.76

2.79

7.8:

0.#%

.%47%# R-+-&O

6.03 !.3%+3/A

8.%8

proporcion


23/51

(3 es decir 7.4 )ls !:0!

ocCpan 0.07 (3 !:0

!:03


!:0%

(3 de arena !:06

!:07!:08

de espesor entran



0.0!%(3

cantidad de insC(o

0.!!! )ls ce(ento

0.0!6 (3 arena


%$ %$ !00$ !0%$

to por (

por (


46.8! ce(ento )ls

1.42 arena Ina (3

11.2& arena @rCesa (36

4.&2 (adera torniCllo p

17.19

+-'AORA 4.%

2.03

0.76

2.79

7.6/

0.86

.%47%# R-+-&O


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3.43 !.%+3/A

%.#7

proporcion

(3 es decir 7.4 )ls !:0!

ocCpan 0.07 (3 !:0

!:030.07 (3 de ce(ento se reCiere !:04

!:0%

(3 de arena !:06

!:07

!:08

de espesor entran



0.0!%(3

cantidad de insC(o

0.!!! )ls ce(ento

0.0!6 (3 arena


%$ %$ !00$ !0%$

to por (

por (

p.Cn total

8%.07 !06##!.666

!6.78 304!8.%#8

474!0.64


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proporcion relacion ce(ento )ls arena (3

!:0! 0.# 3. 0.66

!:0 0.43 !%. 0.86

!:03 0.%7 !!. 0.#6!:04 0.7 8.# !

!:0% 0.8% 7.4 !.0%

!:06 ! 6.3 !.07

!:07 !.!4 %.% !.!

!:08 !.# 4.# !.!!


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(3/(

?@/(


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tc* 3.!6

precio venta $ precio Fenta s/.%.% !7.38

!4.7% 46.6!

!.!% 38.3#4

!.3# 4.3#4

!4.!#%

relacion ce(ento )ls arena (3

0.# 3. 0.66

0.43 !%. 0.86

0.%7 !!. 0.#6

0.7 8.# !

0.8% 7.4 !.0%

! 6.3 !.07

!.!4 %.% !.!

!.# 4.# !.!!


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tc* 3.!6precio venta $ precio Fenta s/.

%.% !7.38

!4.7% 46.6!

!.!% 38.3#4

!.3# 4.3#4

!4.!#%


0.# 3. 0.66

0.43 !%. 0.86

0.%7 !!. 0.#6

0.7 8.# !

0.8% 7.4 !.0%

! 6.3 !.07

!.!4 %.% !.!

!.# 4.# !.!!


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%.% !7.38

!4.7% 46.6!!.!% 38.3#4

!.3# 4.3#4

!4.!#%


0.# 3. 0.66

0.43 !%. 0.86

0.%7 !!. 0.#6

0.7 8.# !

0.8% 7.4 !.0%

! 6.3 !.07

!.!4 %.% !.!

!.# 4.# !.!!


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%.% !7.38

!4.7% 46.6!

!.!% 38.3#4

!.3# 4.3#4

!4.!#%


0.# 3. 0.66

0.43 !%. 0.86

0.%7 !!. 0.#6

0.7 8.# !

0.8% 7.4 !.0%


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! 6.3 !.07

!.!4 %.% !.!

!.# 4.# !.!!


%.% !7.38

!4.7% 46.6!

!.!% 38.3#4

!.3# 4.3#4

!4.!#%



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0.# 3. 0.66

0.43 !%. 0.86

0.%7 !!. 0.#6

0.7 8.# !

0.8% 7.4 !.0%

! 6.3 !.07

!.!4 %.% !.!!.# 4.# !.!!


%.% !7.38

!4.7% 46.6!

!.!% 38.3#4

!.3# 4.3#4

!4.!#%


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0.# 3. 0.66

0.43 !%. 0.86

0.%7 !!. 0.#60.7 8.# !

0.8% 7.4 !.0%

! 6.3 !.07

!.!4 %.% !.!

!.# 4.# !.!!


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R-+-&ODescripcin Insumo

Mano de Obra

CAPATAZ

OPERARIO

PEON

Materiales

CAA OCTOONA PATICO 4 5 2 5 2

CURA PEADO PC AP PINT. EECT. 34

CONEION A CAA PC E PIN EECT 34

Equipos

HERRAIENTA ANUAE


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! HORA 8 HUnidad Cuadrilla Cantidad Precio Parcial

HH 0.10 0.07 12.43 0.83

HH 1.00 0.67 11.30 7.&3

HH 0.7& 0.&0 9.1& 4.&8

12.94

UND 1.00 1.20 1.20

UND 1.00 0.30 0.30

UND 2.00 1.20 2.40

3.90

:O 3.00 12.94 0.39

0.39


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Mano de Obra Cacho55

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