APU - Excavacion Manual y Equipo

WORKSHEETS SELECCIONADO (US$) C20004

Concreto Clase D (f'c = 210 kg/cm2)

Ctd Bill Total=0.000 m3 CTD MACRO 15,397.130

Grabada: 27/04/12 Precio Un.

: 27/04/12

Preparacion de Concreto f'c = 210 kg/cm2

(tarifa*cuadrilla*jornada)

======================================= # 9

1016081

Capataz

29.52/hh________________*0.5*10

=

5.90

2.02%

9

1055071

Operador C

24.22/hh________________*1*10

=

9.69

3.32%

9

1065051

Oficial

18.85/hh________________*1*10

=

7.54

2.58%

9

1075051

Peon

15.92/hh________________*4*10

=

25.47

8.72%

8

2060091

Mezcladora Concreto c/Tolva 11p3 23HP

25.36/hm________________*1*10

=

10.14

3.47%

=

APPLIED FACTOR

________________________/25.0 m3/dia

58.74

20.11%

Materiales

(tarifa*cantidad)

=========== 310005

Cemento Portland Tipo I bls 42.5kg

13.39/bls_______________*8.00bls

=

107.12

36.68%

320011

Flete Terrestre (kg p/cemento)

0.15/kg_________________*42.5kg*8.00bls

=

51.00

17.46%

3122103

Aditivo Incorporador de Aire

9.72/kg_________________*0.22kg

=

2.14

0.73%

3122102

Aditivo Curador Concreto

26.85/gln_______________*0.19

=

5.10

1.75%

Colocación

(tarifa*cuadrilla*jornada)

=========== # 9

1016081

Capataz

29.52/hh________________*0.5*10

=

5.90

2.02%

9

1055211

Operario

23.41/hh________________*2*10

=

18.73

6.41%

9

1065051

Oficial

18.85/hh________________*2*10

=

15.08

5.16%

9

1075051

Peon

15.92/hh________________*4*10

=

25.47

8.72%

8

2290371

Vibrador Concreto 5HP

6.86/hm_________________*1*10

=

=

APPLIED FACTOR

________________________/25 m3/dia Precio Net

L= 87.68

E= 6.77

M= 117.18

S= 74.29

2.74

0.94%

67.92

23.26%

292.04

D= 6.12

1. Candy 2.00f35 (16 262208 26)

PQ

WORKSHEETS SELECCIONADO (US$) X0001

Acero de Refuerzo Fy=4200 kg/cm2

Ctd Bill Total=1,312,555.930 Kg CTD MACRO 77,121.765

Grabada: 27/04/12 Precio Un.

: 27/04/12

# Mano de Obra

(tarifa*jornada*cuadrilla)

============= 9

1016081

Capataz

29.52/hh________________*10*0.1

=

0.07

91,878.92

1.51%

9

1055211

Operario

23.41/hh________________*10*1

=

0.52

682,529.08

11.18%

9

1065051

Oficial

18.85/hh________________*10*1

=

0.42

551,273.49

9.03%

9

1075051

Peon

15.92/hh________________*10*0.5

=

0.18

236,260.07

3.87%

=

APPLIED FACTOR

________________________/450 kg/dia

1.19

1,561,941.56

25.59%

2090101

Camión grua hiab 6 Ton

193.97/hm_______________*10*0.1

=

0.43

564,399.05

9.25%

240007

Cortadora de Fo hasta 1"

1.50/hm_________________*10*1

=

0.03

39,376.68

0.65%

240008

Dobladora de Fo hasta 1"

1.50/hm_________________*10*1

=

0.03

39,376.68

0.65%

=

APPLIED FACTOR

________________________/450 kg/dia

0.49

643,152.41

10.54%

Equipos ======= # 8

Materiales

(tarifa*cantidad)

=========== 311332

Alambre Negro Recocido N°16

3.190/kg________________*0.06

=

0.19

249,385.63

4.09%

311305

Acero Corrugado f'y=4200kg/cm2

2.53/kg_________________*1.06

=

2.68

3,517,649.89

57.63%

320013

Flete Terrestre (kg p/acero)

0.10/kg_________________*1.12

=

0.11

144,381.15

2.37%

4.65

6,103,385.07

Precio Net L= 0.94

B40001

E= 0.37

M= 2.90

S= 0.37

D= 0.07

Relleno Para Estructuras

Ctd Bill Total=0.000 m3 CTD MACRO 27,783.295

Grabada: 27/04/12 Precio Un.

: 27/04/12

# Mano de Obra

(tarifa*jornada*cuadrilla)

============= 9

1016081

Capataz

29.52/hh________________*10*1

=

1.97

8.90%

9

1065051

Oficial

18.85/hh________________*10*2

=

2.51

11.34%

9

1075051

Peon

15.92/hh________________*10*6

=

6.37

28.78%

Equipos

(tarifa*jornada*cuadrilla)

======== 8

2107751

Pison Compactador LT700

8.33/hm_________________*10*2

=

1.11

5.02%

8

2007651

Rodillo Tandem 2.5TN

78.71/hm________________*10*1

=

5.25

23.72%

8

2005481

Bob Cat

73.47/hm________________*10*1

=

4.90

22.14%

=

APPLIED FACTOR

________________________/150 m3/dia

22.11

99.91%

Precio Net L= 10.71

E= 4.79

M= 0.34

S= 2.86

22.13

D= 3.43

2. Candy 2.00f35 (16 262208 26)

PQ

WORKSHEETS SELECCIONADO (US$) D0002

Encofrado y Desencofrado

Ctd Bill Total=56,121.760 m2 CTD MACRO 5,913.350

Grabada: 27/04/12 Precio Un.

: 27/04/12

# Mano de Obra

(tarifa*jornada*cuadrilla)

============= 9

1016081

Capataz

29.52/hh________________*10*0.1

=

1.34

75,203.16

2.44%

9

1055211

Operario

23.41/hh________________*10*1

=

10.64

597,135.53

19.36%

9

1065051

Oficial

18.85/hh________________*10*1

=

8.57

480,963.48

15.59%

9

1075051

Peon

15.92/hh________________*10*2

=

14.47

812,081.87

26.33%

=

APPLIED FACTOR

________________________/22 m2/dia

35.02

1,965,384.04

63.72%

Materiales

(tarifa*cantidad)

=========== 311335

Clavo p/Madera Tamaño Promedio

2.86/kg_________________*0.2

=

0.57

31,989.40

1.04%

311331

Alambre Negro Recocido N°8

3.190/kg________________*0.2

=

0.64

35,917.93

1.16%

311115

Desmoldante para madera

15.00/gln_______________*0.05

=

0.75

42,091.32

1.36%

311114

Triplay de 19mm para

70.00/pl________________*0.15

=

10.50

589,278.48

19.10%

311001

Madera Tornillo

7.50

420,913.20

13.65%

54.96

3,084,451.93

encofrado

3.00/p2_________________*2.50

= Precio Net

L= 26.91

B30001

M= 20.83

S= 7.22

Excavacion manual

Ctd Bill Total=0.000 m3 CTD MACRO 36,131.447

Grabada: 27/04/12 Precio Un.

: 27/04/12

# Mano de Obra ============= 9

1016081

Capataz

29.52/hh________________*10*1

=

7.38

9

1075051

Peon

15.92/hh________________*10*8

=

31.84

81.18%

=

APPLIED FACTOR

________________________/40.0 m3/dia

39.22

100.00%

Precio Net L= 30.08

B30001a

M= 1.06

18.82%

39.22

S= 8.08

Excavacion localizada con equipo

Ctd Bill Total=0.000 m3 CTD MACRO 60,692.472

Grabada: 27/04/12 Precio Un.

: 27/04/12

# Mano de Obra ============= 9

1016081

Capataz

29.52/hh________________*10*1

=

1.07

10.29%

9

1075051

Peon

15.92/hh________________*10*3

=

1.74

16.73%

8

2002151

Excavadora 320BL

208.60/hm_______________*10*1

=

=

APPLIED FACTOR

________________________/275.0 m3/dia Precio Net

L= 2.89

E= 4.34

M= 0.09

S= 0.75

7.59

72.98%

10.40

100.00%

10.40

D= 2.33

3. Candy 2.00f35 (16 262208 26)

PQ