costos directos de cimbra

7/24/2019 Costos Directos de Cimbra

1/45

ESPECIFICACION C

REALIZ:

ELEMENTO # h b p CANTIDAD

PZA IN IN M P. T.

DUELA DE CONTACTO 6 1 4 1 6.5617 1.2500

YUGOS 4 2 4 0.45 3.9370 1.2500

SEPARADORES 2 2 4 0.504 2.207 1.2500

MADRINAS 4 2 4 1 !.7!9 1.2500

PIES DEREC"OS 8 4 4 0.5 17.97! 1.2500

ARRASTRES 4 1 4 1.1 .!119 1.2500

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.

DUELA DE CONTACTO 8 1 4 1 !.7!9 1.2500

YUGOS 4 2 4 0.55 .!119 1.2500

SEPARADORES 2 2 4 0.55 2.059 1.2500

MADRINA 4 2 4 1 !.7!9 1.2500

PIES DEREC"OS 8 4 4 0.3 10.9!7 1.2500

ARRASTRES 4 1 4 0.5 2.1!72 1.2500

ESPECIFICACION CIMBRA

REALIZ:

FACTOR DECONTACTO

FACTOR DECONTACTO


2/45


PZA IN IN M P. T.

DUELA DE CONTACTO 20 1 4 1 21.!723 0.5000

YUGOS 4 2 4 1.15 10.0612 0.5000

SEPARADORES 2 2 4 0.6 2.627 0.5000

MADRINAS 4 2 4 1 !.7!9 0.5000

PIES DEREC"OS 8 4 4 0.5 17.97! 0.5000

ARRASTRES 4 1 4 1.1 .!119 0.5000

ESPECIFICACION COSTOS D

REALIZ:


PZA IN IN M P. T.


YUGOS 4 2 4 0.65 5.6!6! 1.2500

SEPARADORES 2 2 4 0.55 2.059 1.2500

MADRINAS 4 2 4 1 !.7!9 1.2500

PIES DEREC"OS 8 4 4 0.3 10.9!7 1.2500

ARRASTRES 4 1 4 0.5 2.1!72 1.2500

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.


FACTOR DECONTACTO

FACTOR DECONTACTO

FACTOR DECONTACTO


3/45

YUGOS 4 2 4 0.55 .!119 1.2500

SEPARADORES 2 2 4 0.55 2.059 1.2500

MADRINA 4 2 4 1 !.7!9 1.2500

PIES DEREC"OS 8 4 4 0.3 10.9!7 1.2500

ARRASTRES 4 1 4 0.5 2.1!72 1.2500

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.


YUGOS 4 2 4 0.55 .!119 1.2500

SEPARADORES 2 2 4 0.55 2.059 1.2500

MADRINAS 4 2 4 1 !.7!9 1.2500

PIES DEREC"OS 8 4 4 0.3 10.9!7 1.2500

ARRASTRES 4 1 4 0.5 2.1!72 1.2500

CAC"ETE 0 0 0 0 0.0000 0.0000

FACTOR DECONTACTO


4/45

IMBRA DE CONTRATRABE DE 15 X 30 CM

ALVAREZ CARDENAS SELMAR FABIAN

CANTIDAD CANTIDAD CANTIDAD C..

PT!M2 PT!M2 PT!M2!SO " PT

!.2021 1.2000 9.!25 0.2000 1.96!5 "14.50

.9213 1.2000 5.9055 0.2000 1.1!11 "14.50

2.7559 1.2000 3.3071 0.3333 1.102 "14.50

10.9361 1.2000 13.123 0.1000 1.3123 "14.50

21.!723 1.2000 26.267 0.3333 !.7!9 "14.50

6.019 1.2000 7.217! 0.1000 0.721! "14.50

COSTO DIRECTO

CIMBRA DE CONTRATRABE 20 X 0 CM

ARMENTA #UI$ONEZ MELISSA



10.9361 1.2000 13.123 0.2000 2.627 "14.50

6.019 1.2000 7.217! 0.2000 1.36 "14.50

3.007 1.2000 3.60!9 0.3333 1.2029 "14.50

10.9361 1.2000 13.123 0.1000 1.3123 "14.50

13.123 1.2000 15.7!0 0.1000 1.57! "14.50

2.730 1.2000 3.2!0! 0.3333 1.0935 "14.50

COSTO DIRECTO

E CONTRATRABE DE 25CM X 15CM X 1M LINEAL

ANA %ARELY VALLE GONZALEZ

FACTOR DEDESPERDICIO

FACTOR DESOS


FACTOR DESOS


5/45



10.9361 1.2000 13.123 0.2000 2.627 "14.50

5.0306 1.2000 6.0367 0.2000 1.2073 "14.50

1.3123 1.2000 1.57! 0.3333 0.529 "14.50

.375 1.2000 5.293 0.1000 0.529 "14.50

!.7!9 1.2000 10.9!7 0.1000 1.099 "14.50

2.059 1.2000 2.!!71 0.3333 0.962 "14.50

COSTO DIRECTO

E MADERA DE CIMBRAS DE CONTRATRABE 20&0

YA'A"IRA PIMIENTA PALMA



16.02 1.2000 19.6!50 0.2000 3.9370 "14.50

3.552 1.2000 .2651 0.2000 0.!530 "14.50

1.5037 1.2000 1.!05 0.3333 0.6015 "14.50

5.6!1 1.2000 6.5617 0.1000 0.6562 "14.50

6.5617 1.2000 7.!70 0.1000 0.7!7 "14.50

1.3670 1.2000 1.60 0.3333 0.56! "14.50

COSTO DIRECTO

CIMBRA DE CONTRATRABE 20 X 0 CM

RAM(REZ F)LIX 'ES*S EDUARDO



10.9361 1.2000 13.123 0.2000 2.627 "14.50


FACTOR DESOS


FACTOR DESOS


FACTOR DESOS


6/45

6.019 1.2000 7.217! 0.2000 1.36 "14.50

3.007 1.2000 3.60!9 0.3333 1.2029 "14.50

10.9361 1.2000 13.123 0.1000 1.3123 "14.50

13.123 1.2000 15.7!0 0.1000 1.57! "14.50

2.730 1.2000 3.2!0! 0.3333 1.0935 "14.50

COSTO DIRECTO

CONTRA TRABE DE 20X0

CORRALES ORDU$O BLANCA BERENICE



10.9361 1.2000 13.123 0.2000 2.627 "14.50

6.019 1.2000 7.217! 0.2000 1.36 "14.50

3.007 1.2000 3.60!9 0.3333 1.2030 "14.50

10.9361 1.2000 13.123 0.1000 1.3123 "14.50

13.123 1.2000 15.7!0 0.1000 1.57! "14.50

2.730 1.2000 3.2!0! 0.3333 1.0936 "14.50

0.0000 0.0000 0.0000 0.0000 0.0000 "0.00

COSTO DIRECTO


FACTOR DESOS


7/45

IMPORTE

"!M2!SO

+2!.5

+17.13

+15.9!

+19.03 # N$%&' (% p)%*+,h E,p%,'&!+-&+ p-/+(+,

+126.!6 b +,% p-/+(+,

p P&'()(+( $%&',+10.7

+21!.01

IMPORTE

"!M2!SO

+3!.06

+20.93

+17.

+19.03

+22.!3

+15.!6

+13.15

L%, p,% + '&$-+ p+&+ %' b++--% ,++(' %- p)%

+b-'. S'-' )&'(*+ -',(+', % +(+ +$p' (% %,+

'&$+:


8/45

IMPORTE

"!M2!SO

+3!.06

+17.51

+7.61

+7.61

+15.22

+13.95

+99.97

IMPORTE

"!M2!SO

+57.09

+12.37

+!.72

+9.51

+11.2

+7.93

+107.0

IMPORTE

"!M2!SO

+3!.06


9/45

+20.93

+17.

+19.03

+22.!3

+15.!6

+13.15

IMPORTE

"!M2!SO

+3!.06

+20.93

+17.

+19.03

+22.!3

+15.!6

+0.00

+13.15


10/45

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.


YUGO 1 2 4 2.5 5.6!1 1.3333

BASE 2 2 4 1 .375 1.3333

MADRINAS 1 4 4 1 .375 1.3333

PATAS DE GALLO 1 1 4 2.1 2.2966 1.3333

PIE DEREC"O 1 4 4 2 !.7!9 1.3333

CONTRAVIENTO 1 1 4 1 1.0936 1.3333

ARRASTRES 1 4 4 1 .375 1.3333

CU$AS 1 2 4 0.4 0.!79 1.3333

CAC"ETES 2 1 4 0.55 1.2030 1.3333

ELEMENTO ADICIONAL 0 0 0 0 0.0000 0.0000

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.


MADRINA 1 4 4 1.35 5.9055 0.5

YUGO 2 2 4 1.8 7.!70 0.5

CONTRAVIENTO 1 1 4 1 1.0936 0.5

FACTOR DECONTACTO

FACTOR DECONTACTO


11/45

CU$AS 1 2 4 0.4 0.!79 0.5

ARRASTRES 1 4 4 1 .375 0.5

CAC"ETE 2 1 4 0.55 1.2030 0.5

BASE 2 4 4 1 !.7!9 0.5

PATAS DE GALLO 1 1 4 2.8 3.0621 0.5

PUNTAL 1 4 4 2 !.7!9 0.5

ELEMENTO ADICIONAL 0 0 0 0 0.0000 0.0000

ESPECIFICACION C,LCREALIZ:


PZA IN IN M P. T.


YUGO 1 2 4 2.5 5.6!1 1.3333

BASE 2 2 4 1 .375 1.3333

MADRINAS 1 4 4 1 .375 1.3333

PATAS DE GALLO 1 1 4 2.1 2.2966 1.3333

PIE DEREC"O 1 4 4 2 !.7!9 1.3333

CONTRAVIENTO 1 1 4 1 1.0936 1.3333

ARRASTRES 1 4 4 1 .375 1.3333

CU$AS 1 2 4 0.4 0.!79 1.3333

CAC"ETES 2 1 4 0.55 1.2030 1.3333

ESPECIFICACION C,LC

FACTOR DECONTACTO


12/45

REALIZ:


PZA IN IN M P. T.


YUGO 1 2 4 2.5 5.6!1 1.3333

BASE 2 2 4 1 .375 1.3333

MADRINAS 1 4 4 1 .375 1.3333

PATAS DE GALLO 1 1 4 2.1 2.2966 1.3333

PIE DEREC"O 1 4 4 2 !.7!9 1.3333

CONTRAVIENTO 1 1 4 1 1.0936 1.3333

ARRASTRES 1 4 4 1 .375 1.3333

CU$AS 1 2 4 0.4 0.!79 1.3333

CAC"ETES 2 1 4 0.55 1.2030 1.3333

ESPECIFICACION CI

REALIZ:


PZA IN IN M P. T.


YUGOS 2 2 4 1.75 7.6553 0.8333

BASE 2 4 4 1 !.7!9 0.8333

MADRINAS 1 4 4 1.4 6.122 0.8333

PATAS DE GALLO 1 1 4 2.8 3.0621 0.8333

PIES DEREC"OS 1 4 4 2 !.7!9 0.8333

CONTRAVIENTO 1 1 4 1 1.0936 0.8333

FACTOR DECONTACTO

FACTOR DECONTACTO


13/45

ARRASTRE 1 4 4 1 .375 0.8333

CU$AS 1 2 4 0.4 0.!79 0.8333

CAC"ETES 2 1 4 0.55 1.2030 0.8333


14/45

ANALISIS DE TRABE DE 15 X 30

PERLA VALENZUELA RO'O



!.7!7 1.2000 10.9! 0.2000 2.0997 "14.50

7.2906 1.2000 !.7!7 0.2000 1.797 "14.50

5.!325 1.2000 6.9990 0.1428 0.9995 "14.50

5.!325 1.2000 6.9990 0.1000 0.6999 "14.50

3.0620 1.2000 3.67 0.3333 1.22! "14.50

11.669 1.2000 13.9979 0.1000 1.399! "14.50

1.5!1 1.2000 1.797 0.3333 0.5!32 "14.50

5.!325 1.2000 6.9990 0.1000 0.6999 "14.50

1.1665 1.2000 1.399! 0.3333 0.666 "14.50

1.6039 1.2000 1.927 0.3333 0.615 "14.50

0.0000 0.0000 0.0000 0.0000 0.0000 "0.00

COSTO DIRECTO

CIMBRA DE VIGA

SALAZAR RUIZ DANIEL



11.569 1.2000 13.7!3 0.2000 2.797 "4.00

5.623 1.2000 6.792 0.1000 0.679 "3.65

7.991 1.2000 !.99!9 0.2000 1.799! "4.00

1.015 1.2000 1.29! 0.3333 0.166 "4.00


FACTOR DESOS


FACTOR DESOS


15/45

0.!332 1.2000 0.9999 0.3333 0.3333 "4.00

.1661 1.2000 .999 0.1000 0.999 "3.65

1.157 1.2000 1.37! 0.3333 0.5!3 "4.00

!.3323 1.2000 9.99!! 0.1000 0.9999 "3.65

2.9163 1.2000 3.996 0.3333 1.1665 "4.00

!.3323 1.2000 9.99!! 0.1000 0.9999 "3.65

0.0000 0.0000 0.0000 0.0000 0.0000 "0.00

COSTO DIRECTO

LO DE CIMBRA DE UNA TRABE DE 15&30-.SIN NOMBRE



!.7!7 1.2000 10.9! 0.2000 2.0997 "4.00

7.2906 1.2000 !.7!7 0.2000 1.797 "4.00

5.!325 1.2000 6.9990 0.1428 0.9995 "4.00

5.!325 1.2000 6.9990 0.1000 0.6999 "3.65

3.0620 1.2000 3.67 0.3333 1.22! "4.00

11.669 1.2000 13.9979 0.1000 1.399! "3.65

1.5!1 1.2000 1.797 0.3333 0.5!32 "4.00

5.!325 1.2000 6.9990 0.1000 0.6999 "3.65

1.1665 1.2000 1.399! 0.3333 0.666 "4.00

1.6039 1.2000 1.927 0.3333 0.615 "4.00

COSTO DIRECTO

LO DE CIMBRA DE UNA TRABE DE 15&30-.


FACTOR DESOS


16/45

SAMARIA SOFIA RODRIGUEZ FUENTES



!.7!7 1.2000 10.9! 0.2000 2.0997 "4.00

7.2906 1.2000 !.7!7 0.2000 1.797 "4.00

5.!325 1.2000 6.9990 0.1428 0.9995 "4.00

5.!325 1.2000 6.9990 0.1000 0.6999 "3.65

3.0620 1.2000 3.67 0.3333 1.22! "4.00

11.669 1.2000 13.9979 0.1000 1.399! "3.65

1.5!1 1.2000 1.797 0.3333 0.5!32 "4.00

5.!325 1.2000 6.9990 0.1000 0.6999 "3.65

1.1665 1.2000 1.399! 0.3333 0.666 "4.00

1.6039 1.2000 1.927 0.3333 0.615 "4.00

COSTO DIRECTO

BRA DE TRABES 10.5 M2/M3 20X50 CM

BO'OR#UEZ ENRI#UEZ 'OS) ALFONSO



10.02 1.2000 12.0293 0.2000 2.059 "14.50

6.3792 1.2000 7.6550 0.2000 1.5310 "14.50

7.2905 1.2000 !.7!6 0.1000 0.!79 "14.50

5.1035 1.2000 6.122 0.1000 0.612 "14.50

2.5517 1.2000 3.0620 0.3333 1.0207 "14.50

7.2905 1.2000 !.7!6 0.1000 0.!79 "14.50

0.9113 1.2000 1.0936 0.3333 0.365 "14.50


FACTOR DESOS


FACTOR DESOS


17/45

3.652 1.2000 .373 0.1000 0.37 "14.50

0.7290 1.2000 0.!79 0.3333 0.2916 "14.50

1.002 1.2000 1.2029 0.3333 0.009 "14.50

COSTO DIRECTO


18/45

IMPORTE

"!M2!SO

+30.5

+25.37

+1.9

+10.15

+17.76

+20.30

+!.6

+10.15

+6.76

+9.30

+0.00

+153.19

IMPORTE

"!M2!SO

+11.00

+2.6

+7.20

+1.67


19/45

+1.33

+1.!2

+1.!3

+3.65

+.67

+3.65

+0.00

+39.2!

IMPORTE

"!M2!SO

+!.0

+7.00

+.00

+2.55

+.90

+5.11

+2.33

+2.55

+1.!7

+2.57

+1.2!


20/45

IMPORTE

"!M2!SO

+!.0

+7.00

+.00

+2.55

+.90

+5.11

+2.33

+2.55

+1.!7

+2.57

+1.2!

IMPORTE

"!M2!SO

+3.!!

+22.20

+12.69

+!.!!

+1.!0

+12.69

+5.29


21/45

+6.3

+.23

+5.!1

+127.!0


22/45

ESPECIFICACIN

REALIZ:


PZA IN IN M P. T.


YUGOS 7 2 4 3.4 52.0560 0.1667

PIES DEREC"OS 4 4 4 2.7 7.21 0.1667

PLOMOS 2 1 4 1.5 3.2!0! 0.1667

ESTACAS 4 2 4 0.4 3.996 0.1667

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.

DUELA DE CONTACTO 4 1 4 4.5 19.6!50 4.5000

MADRINA 0 3 4 0 0.0000 1.0000

PUNTAL 0 4 4 0 0.0000 1.0000

CONTRAVIENTO 8 1 4 4.5 39.3701 4.5000

CU$AS 8 2 4 4.5 7!.702 4.5000

ARRASTRES 8 4 4 4.5 157.!03 4.5000

CAC"ETE 0 1 4 0 0.0000 1.0000

ESPECIFICACION

REALIZ:

FACTOR DECONTACTO

FACTOR DECONTACTO


23/45


PZA IN IN M P. T.


YUGOS 7 2 4 2.4 36.75 0.3333

PUNTAL 4 4 4 2.7 7.21 0.3333

PLOMOS 2 1 4 1.5 3.2!0! 0.3333

ESTACAS 4 2 4 0.4 3.996 0.3333

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.


YUGOS 7 2 4 2.4 36.75 0.3333

PUNTAL 4 4 4 2.7 7.21 0.3333

PLOMOS 2 1 4 1.5 3.2!0! 0.3333

ESTACAS 4 2 4 0.4 3.996 0.3333

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.


YUGO 7 2 4 2.4 36.75 0.3333

PIE DEREC"O 4 4 4 2.7 7.21 0.3333

FACTOR DECONTACTO

FACTOR DECONTACTO

FACTOR DECONTACTO


24/45

PLOMOS 2 1 4 1.5 3.2!0! 0.3333

ESTACAS 4 2 4 0.4 3.996 0.3333

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.


YUGOS 7 2 4 3.4 52.0560 0.1667

PIES DEREC"OS 4 4 4 2.7 7.21 0.1667

PLOMOS 2 1 4 1.5 3.2!0! 0.1667

ESTACAS 4 2 4 0.4 3.996 0.1667

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.


YUGOS 7 2 4 2.4 36.75 3.0000

PIES DEREC"OS 4 4 4 2.7 7.21 3.0000

PLOMOS 2 1 4 1.5 3.2!0! 3.0000

ESTACAS 4 2 4 0.4 3.996 3.0000

FACTOR DECONTACTO

FACTOR DECONTACTO


25/45

CIMBRA DE COLUMNA 0.50 X 0.50

TRASVI$A LPEZ REYNA 'ESUS



11.!29 1.2000 13.7795 0.2000 2.7559 "14.50

!.6760 1.2000 10.112 0.2000 2.0!22 "14.50

7.!70 1.2000 9.!! 0.1000 0.99 "14.50

0.56! 1.2000 0.6562 0.3333 0.21!7 "14.50

0.5!33 1.2000 0.6999 0.3333 0.2333 "14.50

COSTO DIRECTO

IMBRA DE COLUMNA DE 0.15 X 0.30 M

LERMA RUIZ MARIA DEL ROSARIO



!!.5!27 1.2000 106.2992 0.2000 21.259! "14.50

0.0000 1.2000 0.0000 0.1000 0.0000 "14.50

0.0000 1.2000 0.0000 0.1000 0.0000 "14.50

177.165 1.2000 212.59! 0.3300 70.1575 "14.50

35.3307 1.2000 25.1969 0.3333 11.7323 "14.50

70!.661 1.2000 !50.3937 0.1000 !5.039 "14.50

0.0000 1.2000 0.0000 0.3333 0.0000 "14.50

COSTO DIRECTO

CIMBRA DE COLUMNA 20X30 CM

STEP"ANIE ABILENE F)LIX VALDEZ


FACTOR DESOS


FACTOR DESOS


26/45



12.0297 1.2000 1.357 0.2000 2.!!71 "14.50

12.272 1.2000 1.6967 0.2000 2.9393 "14.50

15.765 1.2000 1!.!957 0.1000 1.!!96 "14.50

1.0935 1.2000 1.3122 0.3333 0.37 "14.50

1.166 1.2000 1.3997 0.3333 0.666 "14.50

COSTO DIRECTO

CIMBRA DE COLUMNA 20X30 CM

VALENZUELA ESCALANTE BLANCA 'ULIETA



12.0297 1.2000 1.357 0.2000 2.!!71 "14.50

12.272 1.2000 1.6967 0.2000 2.9393 "14.50

15.765 1.2000 1!.!957 0.1000 1.!!96 "14.50

1.0935 1.2000 1.3122 0.3333 0.37 "14.50

1.166 1.2000 1.3997 0.3333 0.666 "14.50

COSTO DIRECTO

CIMBRA DE COLUMNA 20 X 30 CM.

%ARINA NO"EMI MARTINEZ ESPINOZA



12.0297 1.2000 1.357 0.2000 2.!!71 "14.50

12.272 1.2000 1.6967 0.2000 2.9393 "14.50

15.765 1.2000 1!.!957 0.1000 1.!!96 "14.50


FACTOR DESOS


FACTOR DESOS


FACTOR DESOS


27/45

1.0935 1.2000 1.3122 0.3333 0.37 "14.50

1.166 1.2000 1.3997 0.3333 0.665 "14.50

COSTO DIRECTO

CIMBRA DE COLUMNA 50 X 50

YISVI GRACIELA FIERRO LASTRAS



11.!29 1.2000 13.7795 0.2000 2.7559 "14.50

!.6760 1.2000 10.112 0.2000 2.0!22 "14.50

7.!70 1.2000 9.!! 0.1000 0.99 "14.50

0.56! 1.2000 0.6562 0.3333 0.21!7 "14.50

0.5!33 1.2000 0.6999 0.3333 0.2333 "14.50

COSTO DIRECTO

CIMBRA DE COLUMNA 20&30

NIEBLAS VALENZUELA 'ESUS



12.0297 1.2000 1.357 5.0000 2.!!71 "4.00

12.2!5 1.2000 1.69!2 5.0000 2.9396 "4.00

15.7!0 1.2000 1!.!976 10.0000 1.!!9! "3.65

1.0936 1.2000 1.3123 3.0000 0.37 "4.00

1.1665 1.2000 1.399! 3.0000 0.666 "4.00

COSTO DIRECTO


FACTOR DESOS


FACTOR DESOS


28/45

IMPORTE

"!M2!SO

+39.96

+30.19

+13.70

+3.17

+3.3!

+90.1

IMPORTE

"!M2!SO

+30!.27

+0.00

+0.00

+1017.2!

+2055.12

+1233.07

+0.00

+613.7


29/45

IMPORTE

"!M2!SO

+1.!6

+2.62

+27.0

+6.3

+6.77

+12.99

IMPORTE

"!M2!SO

+1.!6

+2.62

+27.0

+6.3

+6.77

+12.99

IMPORTE

"!M2!SO

+1.!6

+2.62

+27.0


30/45

+6.3

+6.76

+12.99

IMPORTE

"!M2!SO

+39.96

+30.19

+13.70

+3.17

+3.3!

+90.1

IMPORTE

"!M2!SO

+11.55

+11.76

+6.90

+1.75

+1.!7

+33.!2


31/45

ESPECIFICACION CIMBRA DE Z

REALIZ:


PZA IN IN M P. T.


YUGOS 8 2 4 0.45 7.!70 0.3000

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.


YUGOS 4 2 4 0.55 .!119 0.3333

ESPECIFICACION CIMBRA DE Z

REALIZ:


PZA IN IN M P. T.


YUGOS 8 2 4 0.45 7.!70 0.3000

ESPECIFICACION COSTO DE M

REALIZ:


PZA IN IN M P. T.

FACTOR DECONTACTO

FACTOR DECONTACTO

FACTOR DECONTACTO

FACTOR DECONTACTO


32/45


MADRINA 1 3 4 1 3.2!0! 1.0000

PUNTAL 1 4 4 2.33 10.1925 1.0000

CONTRAVIENTO 2 1 4 1 2.1!72 1.0000

CU$AS 1 1 2 0.4 0.21!7 1.0000

ARRASTRES 1 4 4 1 .375 1.0000

CAC"ETE 2 1 4 0.55 1.2030 1.0000

YUGOS 4 2 4 0.55 .!119 1.0000

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.

DUELA ZAPATA 6 1 2 1 3.2!0! 3.3300

YUGOS ZAPATA 4 2 4 0.4 3.996 3.3300

DUELA DADO 6 6 1 0.7 6.!!9! 1.0000

YUGOS DADO 12 4 2 0.6 15.7!0 1.0000

ESPECIFICACION ZA

REALIZ:


PZA IN IN M P. T.

12 1 2 1DUELA BASE 6 1 2 1 3.2!0! 3.3300

YUGOS BASE 2 0. 3.996 3.3300

FACTOR DECONTACTO

FACTOR DECONTACTO


33/45

DUELA DADO 6 6 1 0.7 6.!!9! 1.0000

YUGOS DADO 12 4 2 0.6 15.7!0 1.0000

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.

DUELA DE CONTACTO PAR 8 4 1 1.025 !.9676 1.0000

DUELA DE CONTACTO PAR 8 6 1 0.7 9.1!6 1.0000

MADRINA 20 1 2 0.3048 3.3333 1.0000

MADRINA PARA DADO 12 4 2 0.6 15.7!0 1.0000

FACTOR DECONTACTO


34/45

PATA DE 1.50 X 1.50 METROS CON DADO DE 0CM.

EVELYN ROMERO MONTOYA



1.96!5 1.2000 2.3622 0.5000 1.1!11 "14.50

2.3622 1.2000 2.!36 0.5000 1.173 "14.50

COSTO DIRECTO

CIMBRA DE ZAPATA DE 1X1X.30

FRANCO CEBALLOS



2.1!70 1.2000 2.62 0.2000 0.529 "14.50

1.603! 1.2000 1.926 0.2000 0.3!9 "14.50

COSTO DIRECTO

PATA DE 1.50 X 1.50 METROS CON DADO DE 0CM.

LUCIA %ARELY P)REZ CASTRO



1.96!5 1.2000 2.3622 0.5000 1.1!11 "14.50

2.3622 1.2000 2.!36 0.5000 1.173 "14.50

COSTO DIRECTO

ADERA DE CIMBRA EN ZAPATA 1.25 X 1.25 X 0.30 M

CERVANTES CUADRAS CRISTIAN OMAR




FACTOR DESOS


FACTOR DESOS


FACTOR DESOS


FACTOR DESOS


35/45

6.5617 1.2000 7.!70 0.2000 1.57! "14.50

3.2!0! 1.2000 3.9370 0.1000 0.3937 "14.50

10.1925 1.2000 12.2310 0.1000 1.2231 "14.50

2.1!72 1.2000 2.627 0.3333 0.!79 "14.50

0.21!7 1.2000 0.2625 0.3333 0.0!75 "14.50

.375 1.2000 5.293 0.1000 0.529 "14.50

1.2030 1.2000 1.36 0.3333 0.!12 "14.50

.!119 1.2000 5.773 0.3333 1.927 "14.50

COSTO DIRECTO

CIMBRA DE LOSA

YA'AIRA GARCIA MEZA



10.9252 1.2000 13.1102 0.2000 2.6220 "14.50

11.6535 1.2000 13.9!3 0.2000 2.7969 "14.50

6.!!9! 1.2000 !.2677 0.2000 1.6535 "14.50

15.7!0 1.2000 1!.!976 0.2000 3.7795 "14.50

COSTO DIRECTO

ATA DE 1 & 1 M CON DADO DE 30 & 30 CM

'ESUS LOPEZ ALGANDAR



10.9252 1.2000 13.1102 0.2000 2.6220 "14.50

11.6535 1.2000 13.9!3 0.2000 2.7969 +1.50


FACTOR DESOS


FACTOR DESOS


36/45

6.!!9! 1.2000 !.2677 0.2000 1.6535 "14.50

15.7!0 1.2000 1!.!976 0.2000 3.7795 "14.50

COSTO DIRECTO

CIMBRA DE ZAPATA

CRISTIAN ALBERTO ROMERO SILLAS



!.9676 1.2000 10.7612 0.2000 2.1522 "14.50

9.1!6 1.2000 11.0236 0.2000 2.207 "14.50

3.3333 1.2000 .0000 0.2000 0.!000 "14.50

15.7!0 1.2000 1!.!976 0.1000 1.!!9! "14.50

COSTO DIRECTO


FACTOR DESOS


37/45

IMPORTE

"!M2!SO

+17.13

+20.55

+37.6!

IMPORTE

"!M2!SO

+7.61

+5.5!

+13.19

IMPORTE

"!M2!SO

+17.13

+20.55

+37.6!

IMPORTE

"!M2!SO


38/45

+22.!3

+5.71

+17.73

+12.69

+1.27

+7.61

+6.9!

+27.91

+102.73

IMPORTE

"!M2!SO

+3!.02

+0.55

+23.9!

+5.!0

+157.35

IMPORTE

"!M2!SO

+3!.02

+0.55


39/45

+23.9!

+5.!0

+157.35

IMPORTE

"!M2!SO

+31.21

+31.97

+11.60

+27.0

+102.1!


40/45

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.

DUELA DE CONTACTO 20 1 4 1 21.!723 1.0000

YUGOS 4 2 4 1.15 10.0612 1.0000

SEPARADORES 2 2 4 0.5 2.1!72 1.0000

MADRINAS 4 2 4 1 !.7!9 1.0000

PIES DEREC"OS 8 4 4 0.35 12.2!5 1.0000

ARRASTRES 4 1 4 1.1 .!119 1.0000

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.

DUELA DE CONTACTO 6 1 2 1 3.2!0! 0.3000

YUGOS 4 2 4 0.45 3.9370 0.3000

ESPECIFICACION

REALIZ:


PZA IN IN M P. T.


YUGO 1 2 4 2.5 5.6!1 1.3333

BASE 2 2 4 1 .375 1.3333

FACTOR DECONTACTO

FACTOR DECONTACTO

FACTOR DECONTACTO


41/45

MADRINAS 1 4 4 1 .375 1.3333

PATAS DE GALLO 1 1 4 2.1 2.2966 1.3333

PIE DEREC"O 1 4 4 2 !.7!9 1.3333

CONTRAVIENTO 1 1 4 1 1.0936 1.3333

ARRASTRES 1 4 4 1 .375 1.3333

CU$AS 1 2 4 0.4 0.!79 1.3333

CAC"ETES 2 1 4 0.55 1.2030 1.3333


42/45

CIMBRA DE LOSA

BAEZ BELTRAN 'OSE ANTONIO



21.!723 1.2000 26.267 5.0000 5.293 "14.50

10.0612 1.2000 12.0735 5.0000 2.17 "14.50

2.1!72 1.2000 2.627 3.0000 0.!79 "14.50

!.7!9 1.2000 10.9!7 10.0000 1.099 "14.50

12.2!5 1.2000 1.69!2 10.0000 1.69! "14.50

.!119 1.2000 5.773 0.3333 17.322! "14.50

COSTO DIRECTO

CIMBRA DE LOSA

OBESO MONTOYA INGRID ZITLALIC



0.9!3 1.2000 1.1!11 0.5000 0.5906 "14.50

1.1!11 1.2000 1.173 0.5000 0.70!7 "14.50

COSTO DIRECTO

CIMBRA DE LOSA

PERLA DENISSE ROBLES C"INC"ILLAS



!.7!7 1.2000 10.9! 0.2000 2.0997 "14.50

7.2906 1.2000 !.7!7 0.2000 1.797 "14.50

5.!325 1.2000 6.9990 0.1428 0.9995 "14.50


FACTOR DESOS


FACTOR DESOS


FACTOR DESOS


43/45

5.!325 1.2000 6.9990 0.1000 0.6999 "14.50

3.0620 1.2000 3.67 0.3333 1.22! "14.50

11.669 1.2000 13.9979 0.1000 1.399! "14.50

1.5!1 1.2000 1.797 0.3333 0.5!32 "14.50

5.!325 1.2000 6.9990 0.1000 0.6999 "14.50

1.1665 1.2000 1.399! 0.3333 0.666 "14.50

1.6039 1.2000 1.927 0.3333 0.615 "14.50

COSTO DIRECTO


44/45

IMPORTE

"!M2!SO

+76.12

+35.01

+12.69

+15.22

+21.31

+251.1!

+11.53

IMPORTE

"!M2!SO

+!.56

+10.2!

+1!.!

IMPORTE

"!M2!SO

+30.5

+25.37

+1.9


45/45

costos directos de cimbra

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