Análisis de Precios Unitarios

LICITACIONES Y PRESUPUESTOS

Descanso - Langui. CONSORCIO COSAPI (arreglado) WORKSHEETS ORDEN DEL PRESUP (US$) Número Página Bill: 1

REHABILITACIÓN Y MEJORAMIENTO DE LA .... n

NIVEL 1

PRELIMINARES



I0003

Movilización y desmovilización de

101.A

equipos

NIVEL 2 Cantidad Bill=1.00 glb

11/08/10

Pr.Un.:01/10/10 Movilización y Desmovilización de Equipos [gbl] ========================================= 502059

Movilización y Desmovilización de Equipo 638200.00/vje*1

= 638,200.00 Precio Net

638,200.00

638,200.00

638,200.00

100.00%

S= 638,200.00

I00107

TOPOGRAFÍA Y GEOREFERENCIACIÓN

Cantidad Bill=19.81 km

102.A 11/08/10

Pr.Un.:01/10/10 # Mano de obra

(tarifa*jornada*cua drilla)

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

1018011a Topógrafo

7.58/hh*10*1

=

126.33

2,502.60

9

1018011

Nivelador

7.71/hh*10*1

=

128.50

2,545.59

9.90%

9

1018095

Peón

5.03/hh*10*6

=

503.00

9,964.43

38.76%

9

1016051

Capataz

10.09/hh*10*0.2

=

33.63

666.21

2.59%

4.91%

Equipos

9.73%

(tarifa*jornada*cuadrilla)

========

8

229038

Estación Total

3.82/he*10*1

=

63.67

1,261.30

229100

Nivel

1.32/hm*10*1

=

22.00

435.82

1.70%

2208991

Combi

17.86/hm*10*1

=

297.67

5,896.84

22.94%

=

APPLIED FACTOR

/0.6km/dia

1,174.80

23,272.79

90.52%

Materiales

(tarifa*cantidad)

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

Clavo p/Madera c/c 3"

1.43/kg*5

=

7.15

141.64

0.55%

311305

Acero Corrugado f'y=4200kg/cm2

0.91/kg*10

=

9.10

180.27

0.70%

331110

Cordel

0.36/m*0.5

=

0.18

3.57

0.01%

311005

Madera Tornillo

1.06/p2*30

=

31.80

629.96

2.45%

331111

Pintura Esmalte

9.23/gln*5

=

46.15

914.23

3.56%

28.57

565.97

2.20%

1,297.77

25,708.82

Subpartidas ============ 5

89991

Concreto f'c=140kg/cm2

142.86/m3*0.2

= Precio Net

L= 668.36

E= 227.26

M= 138.20

I00006

MANTENIMIENTO DE TRANSITO

103.A

VIAL

S= 229.07

D= 34.88

Y SEGURIDAD

Cantidad Bill=1.00 GLB

11/08/10

Pr.Un.:01/10/10


80021

Control de emision de Polvos y Desvios

11503.750/mes*8meses

=

92,030.00

92,030.00

7

80028

Control de derrumbes

2.629/m3*50m3*8*7mes es

=

7,361.20

7,361.20

3.00%

7

80023

Dispositivios de control de Transito

25620.400/Glb*1

=

25,620.40

25,620.40

10.43%

7

80022

Vigias de Control

12072.000/mes*10mese s

= 120,720.00

120,720.00

= Precio Net L= 111,005.20

1 2: 2 2

2 9/1 0/ 10

Candy2.00c17 (16 327744 26)

E= 51,044.80

M= 13,912.40

S= 48,763.60

245,731.60

245,731.60

245,731.60

245,731.60

37.45%

49.13% 100.00%

D= 21,005.60

1. FJ 505532



I00007

ACCESO A CANTERAS, BOTADEROS Y FUENTES

104.A

DE AGUA

Cantidad Bill=1.74 KM

11/08/10

Pr.Un.:01/10/10 # Mano de Obra


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

1018095

Peón

5.03/hh*10*4

=

160.96

280.07

7.11%

9

1016051

Capataz

10.09/hh*10*1

=

80.72

140.45

3.57%

Equipos


======== 8

2007121a Motoniveladora 140H

54.51/hm*10*1

=

436.08

758.78

19.27%

8

2007471

Rodillo Liso 10-12TN CS-533

35.73/hm*10*1

=

285.84

497.36

12.63%

8

2001071

Tractor D8R

104.93/hm*10*1

=

839.44

1,460.63

37.09%

=

APPLIED FACTOR

/1.25km/dia

1,803.04

3,137.29

79.67%

460.08

800.54

20.33%

2,263.12

3,937.83


2099991

Agua para Compactación

4.26/m3*108m3

= Precio Net

L= 397.36

I00008

E= 1,245.96

M= 23.76

S= 144.56

D= 451.48

REUBICACION DE POSTES

Cantidad Bill=4.00 und

105.A 11/08/10

Pr.Un.:01/10/10 # Mano de Obra =============


9

1018097

Operario

7.74/hh*10*1

=

15.48

61.92

9

1018095

Peón

5.03/hh*10*3

=

30.18

120.72

4.79% 9.34%

9

1016051

Capataz

10.09/hh*10*0.1

=

2.02

8.08

0.63%

=

107.71

Equipos ======== 8


2002155

Grua Hidraulica Autoprop 127hp 18ton 9m

53.855/hm*10*1

=

APPLIED FACTOR

/5und/dia

155.39

430.84 621.56

33.35% 48.11%


89899

Eliminacion Material Excedente c/Equipo

2.47/m3*0.3

=

0.74

2.96

0.23%

4

80099

Concreto Ciclopeo f'c=175kg/cm2 + 30%PM

128.16/m3*1.1

=

140.98

563.92

43.65%

8

89978

Excavación Manual

18.46/m3*1.4

=

25.84

103.36

8.00%

322.97

1,291.88

Precio Net L= 106.50

1 2: 2 2

2 9/1 0/ 10

Candy2.00c17 (16 327744 26)

E= 98.54

M= 36.49

S= 53.27

D= 28.17

2. FJ 505532



I00009

TUBERIA DE PVC, D= 1" PARA AGUA POTABLE

Cantidad Bill=220.00 m

106.A 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

0.62

136.40

9

1018095

Peón

5.03/hh*10*2

=

0.80

176.00

3.28%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.08

17.60

0.33%

=

APPLIED FACTOR

/125m/dia

1.50

330.00

6.15%

3.69%

Materiales

2.54%

(tarifa*cantidad)

=========== 399999

Pegamento para PVC agua FORDUIT

89.74/gln*0.01

=

0.90

198.00

399998

Tubo PVC 1"

0.72/m*1.05

=

0.76

167.20

3.12%

399997

Accesorios

1.00/%MT*10%*9.77

=

0.98

215.60

4.02%

23.05%


89999

Relleno para estructuras

11.71/m3*0.48

=

5.62

1,236.40

7

89899


2.47/m3*0.07

=

0.17

37.40

0.70%

8

89978

Excavación Manual

18.46/m3*0.55

=

10.15

2,233.00

41.63%

6

89997

Perfilado y Compactado Manual

2.71/m2*0.6

=

1.63

358.60

6.69%

5

89996

Cama de Arena

44.33/m3*0.06

=

2.66

585.20

10.91%

24.38

5,363.60

Precio Net L= 13.00

E= 3.24

M= 3.48

S= 3.51

I00010

TUBERIA DE PVC, D= 1/2" PARA AGUA

107.A

POTABLE

D= 1.15


11/08/10

Pr.Un.:01/10/10 # Mano de Obra =============


9

1018097

Operario

7.74/hh*10*1

=

0.52

31.20

9

1018095

Peón

5.03/hh*10*2

=

0.67

40.20

2.19% 2.83%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.07

4.20

0.30%

=

APPLIED FACTOR

/150m/dia

1.26

75.60

5.32%

Materiales ===========

(tarifa*cantidad)

399999


89.74/gln*0.01

=

0.90

54.00

3.80%

399995

Tubo PVC 1/2"

0.36/m*1.05

=

0.38

22.80

1.60%

399997

Accesorios

1.00/%MT*10%*9.39

=

0.94

56.40

3.97%

23.71%


89999


11.71/m3*0.48

=

5.62

337.20

7

89899


2.47/m3*0.07

=

0.17

10.20

0.72%

8

89978

Excavación Manual

18.46/m3*0.55

=

10.15

609.00

42.83%

6

89997


2.71/m2*0.6

=

1.63

97.80

6.88%

5

89996

Cama de Arena

44.33/m3*0.06

=

2.66

159.60

11.22%

23.70

1,422.00

Precio Net L= 12.82

1 2: 2 2

2 9/1 0/ 10

Candy2.00c17 (16 327744 26)

E= 3.24

M= 3.05

S= 3.44

D= 1.15

3. FJ 505532



I00011

TUBERIA DE PVC, D= 8" PARA AGUA POTABLE


108.A 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

1.24

24.80

9

1018095

Peón

5.03/hh*10*2

=

1.61

32.20

3.86%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.16

3.20

0.38%

=

APPLIED FACTOR

/62.5m/dia

3.01

60.20

7.21%

Materiales

2.97%

(tarifa*cantidad)

=========== 399999


89.74/gln*0.01

=

0.90

18.00

2.16%

399994

Tubo PVC-SAP d=8"

10.92/m*1.05

=

11.47

229.40

27.49%

399997

Accesorios

1.00/%MT*10%*20.52

=

2.05

41.00

4.91%

15.72%


89999


11.71/m3*0.56

=

6.56

131.20

7

89899


2.47/m3*0.08

=

0.20

4.00

0.48%

8

89978

Excavación Manual

18.46/m3*0.64

=

11.81

236.20

28.30%

6

89997


2.71/m2*0.8

=

2.17

43.40

5.20%

5

89996

Cama de Arena

44.33/m3*0.08

=

3.55

71.00

8.51%

41.73

834.60

Precio Net L= 16.33

E= 4.01

M= 15.48

S= 4.47

D= 1.44

MOVIMIENTO DE TIERRAS I00013

NIVEL 2

CORTE EN ROCA FIJA

Cantidad Bill=18,504.71 m3

205.B 11/08/10

Pr.Un.:01/10/10 Subpartidas ============

7

229994

Perforación y Disparo en Roca Fija

6.35/m3*1

=

6.35

117,504.91

70.95%

7

80996

Exc Desquinche y Peinado Talud Roca Fija 2.60/m3*1

=

2.60

48,112.25

29.05%

Precio Net L= 2.00

I00014

E= 2.69

M= 2.48

S= 0.51

8.95

165,617.15

D= 1.27

CORTE EN ROCA SUELTA


205.C 11/08/10


7

229993

Perforación y Disparo en Roca Suelta

3.79/m3*1

=

3.79

140,947.75

66.49%

7

80966

Exc Desquinche y Peinado Talud Roca Suel 1.91/m3*1

=

1.91

71,031.72

33.51%

Precio Net L= 1.22

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 1.93

M= 1.36

S= 0.31

5.70

211,979.47

D= 0.88

4. FJ 505532



I00015

CORTE DE MATERIAL SUELTO


205.D 11/08/10



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

1018095

Peón

5.03/hh*10*2

=

0.09

28,387.52

6.82%

9

1016051

Capataz

10.09/hh*10*0.5

=

0.05

15,770.85

3.79%

9

1018099

Vigia

5.03/hh*10*2

=

0.09

28,387.52

6.82%

Equipos


======== 8

2001071

104.93/hm*10*1

=

0.95

299,646.06

71.97%

8

2002071a Excavadora 330

Tractor D8R

80.140/hm*10*0.2

=

0.15

47,312.54

11.36%

=

/1100m3/dia

1.33

419,504.48

100.76%

1.32

416,350.31

APPLIED FACTOR

Precio Net L= 0.23

E= 0.75

S= 0.07

D= 0.27

I00016

CONFORMACION DE TERRAPLENES CON

210.A

MATERIAL PROPIO


11/08/10



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

1018095

Peón

5.03/hh*10*6

=

0.30

10,763.59

6.74%

9

1016051

Capataz

10.09/hh*10*1

=

0.10

3,587.86

2.25%

12.36%

Equipo


======= 8


54.51/hm*10*1

=

0.55

19,733.24

8

2007471


35.73/hm*10*1

=

0.36

12,916.30

8.09%

8

2001071

Tractor D8R

104.93/hm*10*0.5

=

0.52

18,656.88

11.69%

=

APPLIED FACTOR

/1000m3/dia

1.83

65,657.87

41.12%


80987

Selección de Material Excedente de Corte 1.63/m3*1.2

=

1.96

70,322.10

44.04%

7

88991

Agua para Explanaciones

=

0.68

24,397.46

15.28%

4.45

159,659.86

4.54/m3*0.15 Precio Net

L= 1.11

E= 2.15

M= 0.07

S= 0.35

I00017

CONFORMACION DE TERRAPLENES CON

210.B

MATERIAL DE PRESTAMO

D= 0.77


11/08/10



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

1018095

Peón

5.03/hh*10*6

=

0.30

13,733.12

3.67%

9

1016051

Capataz

10.09/hh*10*1

=

0.10

4,577.71

1.22%

Equipo


======= 8


54.51/hm*10*1

=

0.55

25,177.38

6.72%

8

2007471


35.73/hm*10*1

=

0.36

16,479.74

4.40%

8

2001071

Tractor D8R

104.93/hm*10*0.5

=

0.52

23,804.07

6.36%

=

APPLIED FACTOR

/1000m3/dia

1.83

83,772.02

22.37%


88991


4.54/m3*0.15

=

0.68

31,128.40

8.31%

6

80002

Material de Relleno

4.386/m3*1.3

=

5.70

260,929.24

69.68%

8.18

374,456.35

Precio Net L= 1.31

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 4.69

M= 0.07

S= 0.43

D= 1.68

5. FJ 505532



I00018

PERF.Y COMPAC.DE SUB-RASANTE EN ZONA DE

212.A

CORTE


11/08/10



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

1018096

Oficial

5.56/hh*10*1

=

0.02

2,868.16

2.82%

9

1018095

Peón

5.03/hh*10*4

=

0.08

11,472.64

11.27%

9

1016051

Capataz

10.09/hh*10*1

=

0.04

5,736.32

5.63%

Equipos


======== 8


54.51/hm*10*1

=

0.22

31,549.77

30.99%

8

2007471


35.73/hm*10*1

=

0.14

20,077.13

19.72%

=

APPLIED FACTOR

/2500m2/dia

0.50

71,704.03

70.42%

0.23

32,983.85

32.39%

0.71

101,819.72


88991


4.54/m3*0.05

= Precio Net

L= 0.19

E= 0.34

S= 0.06

D= 0.12

I00019

MEJORAMIENTO DE SUELOS A NIVEL DE

220.A

SUBRASANTE


11/08/10



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

1018096

Oficial

5.56/hh*10*1

=

0.07

1,268.19

9

1018095

Peón

5.03/hh*10*4

=

0.24

4,348.08

2.54%

9

1016051

Capataz

10.09/hh*10*1

=

0.12

2,174.04

1.27%

Equipos

0.74%


======== 8


54.51/hm*10*1

=

0.64

11,594.88

6.77%

8

2007471


35.73/hm*10*1

=

0.42

7,609.14

4.44%

8

2001071

Tractor D8R

104.93/hm*10*1

=

1.23

22,283.91

13.00%

8


80.140/hm*10*1

=

0.94

17,029.98

9.94%

=

/850m3/dia

3.66

66,308.22

38.69%

APPLIED FACTOR Subpartidas ============

7

88991


4.54/m3*0.12

=

0.54

9,783.18

5.71%

6

80002

Material de Relleno

4.386/m3*1.2

=

5.26

95,295.42

55.60%

9.46

171,386.82

Precio Net L= 1.37

E= 5.60

M= 0.06

S= 0.48

D= 1.95

SUB BASES Y BASES

12:22

29/10/10

Candy2.00c17 (16 327744 26)

NIVEL 2

6. FJ 505532



I00021

SUB-BASE GRANULAR


303.C 11/08/10



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

1018095

Peón

5.03/hh*10*4

=

0.45

23,957.35

2.61%

9

1016051

Capataz

10.09/hh*10*1

=

0.22

11,712.48

1.28%

Equipos


======== 8


54.51/hm*10*1

=

1.21

64,418.66

7.02%

8

2007471


35.73/hm*10*1

=

0.79

42,058.46

4.59%

=

APPLIED FACTOR

/450m3/dia

2.67

142,146.96

15.50%


80001

Material Granular de Sub Base

9.442/m3*1.25

=

11.80

628,215.01

68.49%

7

2099991


4.26/m3*.65

=

2.77

147,470.81

16.08%

17.23

917,300.39

Precio Net L= 3.12

I00022

E= 9.40

M= 0.18

S= 1.09

D= 3.44

BASE GRANULAR


305.D 11/08/10



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

1018095

Peón

5.03/hh*10*4

=

0.50

19,972.65

2.56%

9

1016051

Capataz

10.09/hh*10*1

=

0.25

9,986.33

1.28%

Equipos


======== 8


54.51/hm*10*1

=

1.36

54,325.61

6.96%

8

2007471


35.73/hm*10*1

=

0.89

35,551.32

4.56%

=

APPLIED FACTOR

/400m3/dia

3.00

119,835.90

15.36%


89001

Material Chancado p/base

12.584/m3*1.25

=

15.73

628,339.57

80.54%

7

2099991


4.26/m3*0.18

=

0.77

30,757.88

3.94%

19.53

780,131.71

Precio Net L= 3.12

E= 11.70

M= 0.19

S= 1.03

D= 3.49

PAVIMENTO ASFALTICO

12:22

29/10/10

Candy2.00c17 (16 327744 26)

NIVEL 2

7. FJ 505532



I00024

IMPRIMACION ASFALTICA


401.A 11/08/10



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

1018095

Peón

5.03/hh*10*6

=

0.06

11,624.10

15.38%

9

1016051

Capataz

10.09/hh*10*1

=

0.02

3,874.70

5.13%

15.38%

Equipos


======== 8

2208301

31.31/hm*10*1

=

0.06

11,624.10

8

2090191a Barredora Mecánica

Compresora Neumática 250PCM

24.835/hm*10*1

=

0.05

9,686.75

12.82%

8

2090161

Camión Imprimador 1950 Gln

52.605/hm*10*1

=

0.11

21,310.85

28.21%

=

APPLIED FACTOR

/5000m2/dia

0.30

58,120.49

76.92%


87889

Arena (P/Imprimación)

11.78/m3*0.005

=

0.06

11,624.10

15.38%

7

159991

Transporte de Arena para Imprimación

12.85/m3*0.005

=

0.06

11,624.10

15.38%

Precio Net L= 0.11

I00025

E= 0.20

S= 0.01

0.39

75,556.63

D= 0.07

RIEGO DE LIGA

Cantidad Bill=117.41 m2

402.A 11/08/10



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

1018096

Oficial

5.56/hh*10*1

=

0.01

1.17

3.45%

9

1018095

Peón

5.03/hh*10*6

=

0.06

7.04

20.69%

9

1016051

Capataz

10.09/hh*10*1

=

0.02

2.35

6.90%

20.69%

Equipos


======== 8

2208301

31.31/hm*10*1

=

0.06

7.04

8



24.835/hm*10*1

=

0.05

5.87

17.24%

8

2090161

Camión Imprimador 1950 Gln

52.605/hm*10*1

=

0.11

12.92

37.93%

=

APPLIED FACTOR

/5000m2/dia

0.31

36.40

106.90%

0.29

34.05

Precio Net L= 0.10

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 0.13

S= 0.01

D= 0.05

8. FJ 505532



I00026

PAVIMENTO DE CONCRETO ASFALTICO

410.A

CALIENTE (MAC)


11/08/10



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

1018095

Peón

5.03/hh*10*6

=

1.01

14,512.44

1.12%

9

1016051

Capataz

10.09/hh*10*1

=

0.34

4,885.38

0.38%

9

1018097

Operario

7.74/hh*10*4

=

1.03

14,799.81

1.14%

9

1018096

Oficial

5.56/hh*10*2

=

0.37

5,316.44

0.41%

9

1018099

Vigia

5.03/hh*10*3

=

0.50

7,184.38

0.55%

Equipos


======== 8

2007651a Rodillo Tandem 10TN

35.76/hm*10*1

=

1.19

17,098.81

1.32%

8

2211151a Rodillo Neumat Autoprop PS-360C 135HP

44.51/hm*10*1

=

1.48

21,265.75

1.64%

8

2208301

31.31/hm*10*1

=

1.04

14,943.50

1.15%

8


24.835/hm*10*1

=

0.83

11,926.06

0.92%

8

2211111a Pavimentadora sobre orugas 105HP 10"

77.76/hm*10*1

=

2.59

37,215.06

2.86%

=

/300m3/dia

10.38

149,147.63

11.47%

80.07 1,150,505.81

88.51%



4

84441

Preparación de Mezcla Asfáltica

59.31/m3*1.35

= Precio Net

L= 10.48

E= 43.67

I00027

CEMENTO ASFALTICO DE

420.D

120-150

M= 0.55

S= 3.89

90.46 1,299,797.13

D= 31.87

PENETRACION

Cantidad Bill=531,931.20 gln

11/08/10

Pr.Un.:01/10/10 Materiales

(tarifa*cantidad)

=========== 306301a

Cemento Asfalto Penetracion 120-150

2.16/gln*1gln*1.05

=

2.27 1,207,483.82

78.82%

221522

Flete Terrestre (gln)

0.58/gln*1*1.05

=

0.61

21.18%

Precio Net M= 2.27

I00028

324,478.03

2.88 1,531,961.86

S= 0.61

ASFALTO DILUIDO TIPO MC-30

Cantidad Bill=58,120.49 gln

422.A 11/08/10


(tarifa*cantidad)

=========== 306207

Asfalto Diluido Tipo MC-30

2.38/gln*1gln*1.05

=

2.50

145,301.23

80.39%

221522


0.58/gln*1*1.05

=

0.61

35,453.50

19.61%

3.11

180,754.72

Precio Net M= 2.50

I00029

S= 0.61

ASFALTO RC-250

Cantidad Bill=22.31 gln

422.E 11/08/10


(tarifa*cantidad)

=========== 306207a

Asfalto RC-250

2.50/gln*1gln*1.05

=

2.63

58.68

81.17%

221522


0.58/gln*1*1.05

=

0.61

13.61

18.83%

3.24

72.28

Precio Net M= 2.63

12:22

29/10/10

Candy2.00c17 (16 327744 26)

S= 0.61

9. FJ 505532



I00030

FILLER MINERAL (CAL HIDRATADA)

Cantidad Bill=660,962.60 kg

423.A 11/08/10


(tarifa*cantidad)

=========== 331152a

Filler mineral (cal hidratada)

0.16/kg*1kg*1.05

=

0.17

112,363.64

56.67%

221522a

Flete Terrestre (kg p/varios)

0.12/kg*1*1.05

=

0.13

85,925.14

43.33%

Precio Net M= 0.17

I00031

0.30

198,288.78

S= 0.13

ADITIVO MEJORADOR DE ADHERENCIA

Cantidad Bill=10,086.86 kg

450.A 11/08/10


(tarifa*cantidad)

=========== 3122210

Aditivo mejorador de adherencia

3.81/kg*1kg*1.05

=

4.00

40,347.44

96.85%

221522a

Flete Terrestre (kg p/varios)

0.12/kg*1*1.05

=

0.13

1,311.29

3.15%

Precio Net M= 4.00

4.13

S= 0.13

OBRAS DE ARTE Y DRENAJE 1I00033

41,658.73

NIVEL 2

EXCAVACION PARA ESTRUCTURAS EN SECO

Cantidad Bill=13,216.92 M3

601.C

Ctd d'Precio1

Pr.Un.:01/10/10

1

I00033

EXCAVACION CON MÁQUINAS PARA

M3

0.8

2.84

m3

0.2

9.85

2.27

30,028.84

53.58%

1.97

26,037.33

ESTRUCTURAS EN SECO 2

I00108

EXCAVACIÓN MANUAL

Precio Net L= 1.92

I00033

E= 1.14

M= 0.35

S= 0.50

4.24

46.46% 56,039.74

D= 0.32

EXCAVACION CON MÁQUINAS PARA

0 M3

Grabada: ESTRUCTURAS EN SECO 11/08/10



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

1018095

Peón

5.03/hh*10*4

=

0.50

17.61%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.02

0.70%

Equipos


======== 8

2208301

31.31/hm*10*0.05

=

0.04

1.41%

8



80.140/hm*10*1

=

1.97

69.37%

229050

Martillo Neumatico de 29 kg

2.50/hm*10*0.1

=

0.01

0.35%

=

APPLIED FACTOR

/406.25m3/dia

2.54

89.44%

0.28

9.86%

Materiales

(tarifa*cantidad)

=========== 399991

Barreno 5'x1/8"

140.44/und*0.002

= Precio Net

L= 0.53

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 1.43

M= 0.32

S= 0.16

2.84

D= 0.40

10. FJ 505532



I00108

EXCAVACIÓN MANUAL

0 m3

Grabada: 11/08/10

Pr.Un.:01/10/10 # Mano de Obra =============

9

1016051

Capataz

10.09/hh*10*0.1

=

0.90

9.14%

9

1018095

Peón

5.03/hh*10*2

=

8.94

90.76%

=

APPLIED FACTOR

/11.25m3/dia

9.84

99.90%

Precio Net L= 7.50

1I00034

M= 0.49

9.85

S= 1.86

EXCAVACION BAJO AGUA


601.D

Ctd d'Precio1

Pr.Un.:01/10/10

1

I00034

EXCAVACION CON MÁQUINAS BAJO AGUA

M3

0.9

9.79

8.81

37,755.66

2

I00108

EXCAVACIÓN MANUAL

m3

0.1

9.85

0.99

4,220.78

Precio Net L= 4.41

I00034

E= 3.03

M= 0.27

S= 1.07

9.80

89.91% 10.05% 41,993.59

D= 1.02

EXCAVACION CON MÁQUINAS BAJO AGUA

0 M3

Grabada: 11/08/10



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

1018096

Oficial

5.56/hh*10*1

=

0.89

9.09%

9

1018095

Peón

5.03/hh*10*4

=

3.22

32.89%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.16

1.63%

Equipos


======== 9

2090051

Motobomba ø 4" 8HP

2.79/h*10*1

=

0.45

4.60%

8

2208301


31.31/hm*10*0.25

=

1.25

12.77%

8


80.140/hm*10*0.25

=

3.21

32.79%

229050


2.50/hm*10*0.5

=

0.20

2.04%

=

APPLIED FACTOR

/62.5m3/dia

9.38

95.81%

1999999

Bonificación mano de obra p/agua

1.00/%MO*1.90*20%

0. 38

3.88%

= Precio Net

L= 4.07

I00108

E= 3.37

M= 0.24

S= 0.98

9.79

D= 1.13

EXCAVACIÓN MANUAL

0 m3

Grabada: 11/08/10

Pr.Un.:01/10/10 # Mano de Obra =============

9

1016051

Capataz

10.09/hh*10*0.1

=

0.90

9.14%

9

1018095

Peón

5.03/hh*10*2

=

8.94

90.76%

=

APPLIED FACTOR

/11.25m3/dia

9.84

99.90%

Precio Net L= 7.50

12:22

29/10/10

Candy2.00c17 (16 327744 26)

M= 0.49

9.85

S= 1.86

11. FJ 505532



I00035

LIMPIEZA DE CAUCE


601.E 11/08/10



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

1018095

Peón

5.03/hh*10*2

=

0.17

2,134.45

3.79%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.02

251.11

0.45%

=

1.82

22,851.17

40.63%

2.01

25,236.74

44.87%

2.47

31,012.31

55.13%

Equipos


======== 8

2001071

Tractor D8R

104.93/hm*10*1

=

APPLIED FACTOR

/575m3/dia


89899


2.47/m3*1

= Precio Net

L= 0.55

I00036

E= 2.71

M= 0.04

S= 0.21

4.48

56,249.04

D= 0.97

DEMOLICION DE ESTRUCTURAS

Cantidad Bill=60.10 M3

601.F 11/08/10



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

1018096

Oficial

5.56/hh*10*2

=

4.45

267.45

8.73%

9

1018095

Peón

5.03/hh*10*4

=

8.05

483.81

15.79%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.40

24.04

0.78%

24.55%

Equipos


======== 8

2208301


31.31/hm*10*1

=

12.52

752.45

229050


2.50/hm*10*2

=

2.00

120.20

3.92%

16.03

963.40

31.44%

8


80.140/hm*10*0.5

=

8

2006051a Camion Volquete 15m3 FM 64

37.66/hm*10*0.5

=

=

/25m3/dia

APPLIED FACTOR

Precio Net L= 14.03

I00037

E= 23.52

M= 0.81

S= 4.27

452.55

14.77%

50.98

7.53

3,063.90

99.98%

50.99

3,064.50

D= 8.36

RELLENO PARA ESTRUCTURAS


605.A 11/08/10



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

1018096

Oficial

5.56/hh*10*1

=

0.89

10,153.63

7.57%

9

1018095

Peón

5.03/hh*10*5

=

4.02

45,862.45

34.18%

9

1016051

Capataz

10.09/hh*10*1

=

1.61

18,367.80

13.69%

Equipos


======== 8

2007751

Pison Compactador LT700

4.165/hm*10*1

=

0.67

7,643.74

5.70%

8

2007651

Rodillo Tandem 2.5TN

24.99/hm*10*1

=

4.00

45,634.28

34.01%

=

APPLIED FACTOR

/62.5m3/dia

11.19

127,661.90

95.15%

0.54

6,160.63

4.59%

11.76

134,164.78


89981

Agua para Estructuras

4.54/m3*0.12

= Precio Net

L= 5.91

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 2.85

M= 0.32

S= 1.71

D= 0.97

12. FJ 505532



I00038

MATERIAL FILTRANTE


605.B 11/08/10



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

1018096

Oficial

5.56/hh*10*1

=

0.74

662.60

9

1018095

Peón

5.03/hh*10*2

=

1.34

1,199.85

1.43% 2.60%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.13

116.40

0.25%

=

APPLIED FACTOR

/75m3/dia

2.21

1,978.86

4.28%


80003a

Material seleccionado para filtro

34.62/m3*1m3

=

34.62

30,999.09

67.11%

7

80995

Transporte de Agregados a Obra

14.76/m3*1m3

=

14.76

13,216.25

28.61%

Precio Net L= 6.91

E= 32.13

M= 0.35

S= 2.58

I00039

RELLENO PARA ESTRUCTURAS CON MATERIAL

605.C

DE SUB BASE

51.59

46,194.20

D= 9.62


11/08/10



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

1018096

Oficial

5.56/hh*10*1

=

1.11

161.17

9

1018095

Peón

5.03/hh*10*2

=

2.01

291.85

9.11%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.20

29.04

0.91%

=

0.83

120.52

3.76%

4.15

602.58

18.81%

Equipos

5.03%


======== 8

2007751


4.165/hm*10*1

=

APPLIED FACTOR

/50m3/dia


80011

Transporte de Mat de subbase p/Estructur 6.12/m3*1

=

6.12

888.62

27.74%

5

80001

Material Granular de Sub Base

9.442/m3*1.2

=

11.33

1,645.12

51.36%

7

89981


4.54/m3*0.1

=

0.45

65.34

2.04%

22.06

3,203.11

Precio Net L= 5.15

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 11.00

M= 0.31

S= 1.59

D= 4.01

13. FJ 505532



I00040

CONCRETO

F`C=280 KG/CM2


610.C 11/08/10



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

1018097

Operario

7.74/hh*10*3

=

10.32

5,536.47

5.82%

9

1018096

Oficial

5.56/hh*10*3

=

7.41

3,975.32

4.18%

9

1018095

Peón

5.03/hh*10*6

=

13.41

7,194.20

7.57%

9

1016051

Capataz

10.09/hh*10*1

=

4.48

2,403.43

2.53%

Equipos


======== 9

2290371

Vibrador Concreto 5HP

2.875/h*10*1

=

1.28

686.69

0.72%

9

2060091

Mezcladora Concreto c/Tolva 11p3 23HP

7.74/hm*10*1

=

3.44

1,845.49

1.94%

=

APPLIED FACTOR

/22.5m3/dia

40.34

21,641.60

22.76%

Materiales

(tarifa*cantidad)

=========== 399992

Aceite para motor SAE-30

16.58/gln*0.08

=

1.33

713.52

0.75%

310005

Cemento Portland Tipo I bls 42.5kg

4.93/bls*11

=

54.23

29,093.31

30.60%

0.08/kg*42.5*11

=

37.40

20,064.35

21.10%

10.41%

221522aa Flete Terrestre (kg p/cemento) Subpartidas ============ 7

109991

Transporte de Agregados para Concretos

14.76/m3*1.25

=

18.45

9,898.06

7

89981


4.54/m3*0.2

=

0.91

488.20

0.51%

6

89975

Arena gruesa de cantera

14.10/m3*0.6

=

8.46

4,538.62

4.77%

6

89982

Piedra chancada 1/2", 3/4" p/ Concretos

18.57/m3*0.8

=

14.86

7,972.09

8.39%

7

80012

Curado de Concreto

0.616/m2*2m2/m3

=

1.23

659.87

0.69%

177.21

95,069.62

167.85

275,181.68

167.85

275,181.68

8.94

2,704.71

6.58%

8.94

2,704.71

6.58%

Precio Net L= 32.53

I00041

CONCRETO

E= 28.76

M= 57.69

S= 47.90

D= 10.33

F`C=210 KG/CM2


610.D 11/08/10 5

Pr.Un.:01/10/10 89088


167.85/m3*1

= Precio Net

L= 36.08

E= 30.45

M= 48.05

S= 42.24

I00042

CONCRETO CICLOPEO F`C=210 KG/CM2 +

610.F

30%PG

100.00%

D= 11.03


11/08/10



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

1018095

Peón

5.03/hh*10*4

=

APPLIED FACTOR

/22.5m3/dia

=


89088


167.85/m3*0.7

=

117.50

35,548.45

86.52%

6

89989

Piedra Seleccionada

31.13/m3*0.3

=

9.34

2,825.72

6.88%

135.80

41,084.93

Precio Net L= 36.40

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 23.96

M= 34.40

S= 32.38

D= 8.66

14. FJ 505532



I00043

CONCRETO CICLOPEO F`C=175 KG/CM2 +

610.G

30%PM


11/08/10



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

1018095

Peón

5.03/hh*10*4

=

APPLIED FACTOR

/22.5m3/dia

=

8.94

19,588.17

7.04%

8.94

19,588.17

7.04%


89989

Piedra Seleccionada

31.13/m3*0.3

=

9.34

20,464.59

7.35%

5

89988


155.36/m3*0.7

=

108.75

238,278.86

85.60%

127.05

278,375.44

Precio Net L= 36.40

I00044

E= 23.96

M= 29.22

S= 28.81

D= 8.66

CONCRETO F`C=100 KG/CM2


610.I 11/08/10



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

1018097

Operario

7.74/hh*10*3

=

9.29

1,155.95

7.66%

9

1018096

Oficial

5.56/hh*10*3

=

6.67

829.95

5.50%

9

1018095

Peón

5.03/hh*10*6

=

12.07

1,501.87

9.95%

9

1016051

Capataz

10.09/hh*10*1

=

4.04

502.70

3.33%

Equipos


======== 9

2290371

Vibrador Concreto 5HP

2.875/h*10*1

=

1.15

143.09

0.95%

9

2060091

Mezcladora Concreto c/Tolva 11p3 23HP

7.74/hm*10*1

=

3.10

385.73

2.56%

=

APPLIED FACTOR

/25m3/dia

36.32

4,519.30

29.95%

Materiales

(tarifa*cantidad)

=========== 399992

Aceite para motor SAE-30

16.58/gln*0.08

=

1.33

165.49

1.10%

310005


4.93/bls*4.5

=

22.19

2,761.10

18.30%

0.08/kg*42.5*4.5

=

15.30

1,903.78

12.62%

14.76/m3*1.4

=

20.66

2,570.72

17.04%

221522aa Flete Terrestre (kg p/cemento) Subpartidas ============ 7

109991

Transporte de Agregados para Concretos

7

89981


4.54/m3*0.2

=

0.91

113.23

0.75%

6

89975


14.10/m3*0.6

=

8.46

1,052.68

6.98%

6

89982

Piedra chancada 1/2", 3/4" p/ Concretos

18.57/m3*0.8

=

14.86

1,849.03

12.25%

7

80012

Curado de Concreto

0.616/m2*2m2/m3

=

1.23

153.05

1.01%

121.28

15,090.87

Precio Net L= 30.23

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 29.79

M= 25.51

S= 25.12

D= 10.63

15. FJ 505532



I00045

ENCOFRADO Y DESENCOFRADO


612.A 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

3.87

37,452.35

14.78%

9

1018096

Oficial

5.56/hh*10*1

=

2.78

26,903.76

10.62%

9

1018095

Peón

5.03/hh*10*2

=

5.03

48,678.38

19.21%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.50

4,838.81

1.91%

2906051a Camion Grua HIAB 3 ton

46.91/hm*10*0.3

=

7.04

68,130.37

26.89%

=

/20m2/dia

19.22

186,003.66

73.41%

Equipos ======= 8

APPLIED FACTOR Materiales

(tarifa*cantidad)

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


1.43/kg*0.2

=

0.29

2,806.51

1.11%

311331

Alambre Negro Recocido N°8

1.43/kg*0.2

=

0.29

2,806.51

1.11%

311005

Madera Tornillo

1.06/p2*6

24.29%

= Precio Net

L= 9.67

I00046

E= 4.50

M= 7.54

S= 3.10

6.36

61,549.60

26.18

253,359.83

D= 1.37

ENCOFRADO BAJO AGUA


612.B 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

6.19

490.00

9

1018096

Oficial

5.56/hh*10*1

=

4.45

352.26

8.91%

9

1018095

Peón

5.03/hh*10*2

=

8.05

637.24

16.11%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.81

64.12

1.62%

Equipos

12.39%


======== 9

2090051

2.79/h*10*1

=

2.23

176.53

4.46%

8


Motobomba ø 4" 8HP

46.91/hm*10*0.3

=

11.26

891.34

22.53%

=

APPLIED FACTOR

/12.5m3/dia

32.99

2,611.49

66.02%

1999999

Bonificación mano de obra p/agua

1.00/%MO*20%*15.85

3.17

250.94

6.34%

Materiales

=

(tarifa*cantidad)

===========

311335


1.43/kg*0.2

=

0.29

22.96

0.58%

311331


1.43/kg*0.2

=

0.29

22.96

0.58%

311005

Madera Tornillo

1.06/p2*4.5

=

4.77

377.59

9.55%

311113

Triplay de 19mm

29.31/plch*0.12

=

3.52

278.64

7.04%

3122106

Laca para encofrado

24.00/gln*0.15

=

3.60

284.98

7.20%

310992

Disolvente XILOL

9.00/gln*0.15

=

1.35

106.87

2.70%

49.97

3,955.63

Precio Net L= 18.62

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 8.80

M= 14.77

S= 4.96

D= 2.82

16. FJ 505532



I00047

ENCOFRADO DE LOSAS, TABLEROS


612.C 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

5.63

963.46

9

1018096

Oficial

5.56/hh*10*1

=

4.04

691.37

7.51%

9

1018095

Peón

5.03/hh*10*2

=

7.32

1,252.67

13.60%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.73

124.92

1.36%

Equipos

10.46%


======== 300991 8

5.28/hm*10*1

=

3.84

657.14

7.13%


Garlopa

46.91/hm*10*0.3

=

10.23

1,750.66

19.00%

=

/13.75m3/dia

31.79

5,440.22

59.06%


(tarifa*cantidad)

===========

311335


1.43/kg*0.2

=

0.29

49.63

0.54%

311331


1.43/kg*0.2

=

0.29

49.63

0.54%

311005

Madera Tornillo

1.06/p2*5

=

5.30

906.99

9.85%

311113

Triplay de 19mm

29.31/plch*0.075

=

2.20

376.49

4.09%

3122106

Laca para encofrado

24.00/gln*0.15

=

3.60

616.07

6.69%

310992

Disolvente XILOL

9.00/gln*0.15

=

1.35

231.03

2.51%

311221

Alzaprimado para losas

15.00/m2*0.6

=

9.00

1,540.17

16.72%

53.83

9,211.93

Precio Net L= 14.06

I00048

E= 10.39

M= 22.89

S= 4.50

D= 1.99

ENCOFRADO DE ELEVACION


612.D 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

4.42

2,835.30

9

1018096

Oficial

5.56/hh*10*1

=

3.18

2,039.87

12.34% 8.88%

9

1018095

Peón

5.03/hh*10*2

=

5.75

3,688.45

16.06%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.58

372.05

1.62%


46.91/hm*10*0.3

=

8.04

5,157.42

22.45%

=

/17.5m3/dia

21.97

14,093.10

61.35%

Equipos ======= 8


(tarifa*cantidad)

===========

311335


1.43/kg*0.2

=

0.29

186.03

0.81%

311331


1.43/kg*0.2

=

0.29

186.03

0.81%

311005

Madera Tornillo

1.06/p2*4.5

=

4.77

3,059.81

13.32%

311113

Triplay de 19mm

29.31/plch*0.12

=

3.52

2,257.97

9.83%

3122106

Laca para encofrado

24.00/gln*0.15

=

3.60

2,309.29

10.05%

310992

Disolvente XILOL

9.00/gln*0.15

1.35

865.98

3.77%

35.81

22,971.04

= Precio Net

L= 11.05

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 5.14

M= 14.51

S= 3.54

D= 1.57

17. FJ 505532



I00049

ENCOFRADO CARA VISTA


612.E 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

5.16

218.11

9

1018096

Oficial

5.56/hh*10*1

=

3.71

156.82

12.57% 9.04%

9

1018095

Peón

5.03/hh*10*2

=

6.71

283.63

16.35%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.67

28.32

1.63%


46.91/hm*10*0.3

=

9.38

396.49

22.86%

=

/15m3/dia

25.63

1,083.38

62.45%

Equipos ======= 8


(tarifa*cantidad)

===========

311335


1.43/kg*0.2

=

0.29

12.26

0.71%

311331


1.43/kg*0.2

=

0.29

12.26

0.71%

311005

Madera Tornillo

1.06/p2*6

=

6.36

268.84

15.50%

311113

Triplay de 19mm

29.31/plch*0.12

=

3.52

148.79

8.58%

3122106

Laca para encofrado

24.00/gln*0.15

=

3.60

152.17

8.77%

310992

Disolvente XILOL

9.00/gln*0.15

3.29%

= Precio Net

L= 12.88

I00050

E= 6.00

M= 16.21

S= 4.12

1.35

57.06

41.04

1,734.76

D= 1.83

ACERO DE REFUERZO

Cantidad Bill=165,510.85 KG

615. A 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

0.21

34,757.28

10.66%

9

1018096

Oficial

5.56/hh*10*1

=

0.15

24,826.63

7.61%

9

1018095

Peón

5.03/hh*10*.5

=

0.07

11,585.76

3.55%

9

1016051

Capataz

10.09/hh*10*0.5

=

0.13

21,516.41

6.60%


46.91/hm*10*0.3

=

0.38

62,894.12

19.29%

=

/375kg/dia

0.94

155,580.20

47.72%

Equipos ======= 8


(tarifa*cantidad)

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


1.24/kg*0.06

=

0.07

11,585.76

3.55%

311305


0.91/kg*1.07

=

0.97

160,545.52

49.24%

Precio Net L= 0.44

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 0.24

M= 1.06

S= 0.16

1.97

326,056.37

D= 0.07

18. FJ 505532



I00051

ALCANTARILLA TMC D=36"

Cantidad Bill=1,380.71 M

622.B 11/08/10



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

1018096

Oficial

5.56/hh*10*1

=

3.71

5,122.43

2.28%

9

1018095

Peón

5.03/hh*10*6

=

20.12

27,779.89

12.37%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.67

925.08

0.41%


46.91/hm*10*0.3

=

=

/15m/dia

Equipos ======= 8


9.38

12,951.06

5.77%

33.88

46,778.45

20.83%

122.15

168,653.73

75.09%

4.09%

(tarifa*cantidad)

=========== 331113

Tubo Fierro Galvanizado de D=0.90m

122.15/m*1

=


89996

Cama de Arena

44.33/m3*0.15

= Precio Net

L= 21.50

I00052

E= 9.07

M= 123.56

S= 5.59

6.65

9,181.72

162.68

224,613.90

D= 2.96


Cantidad Bill=28.60 M

622.C 11/08/10



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

1018096

Oficial

5.56/hh*10*1

=

3.71

106.11

9

1018095

Peón

5.03/hh*10*6

=

20.12

575.43

1.55% 8.39%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.67

19.16

0.28%


46.91/hm*10*0.3

=

=

/15m/dia

Equipos ======= 8


9.38

268.27

3.91%

33.88

968.97

14.13%

197.87

5,659.08

82.54%

7.98

228.23

3.33%

239.73

6,856.28

(tarifa*cantidad)

=========== 331112


197.87/m*1

=


89996

Cama de Arena

44.33/m3*0.18

= Precio Net

L= 21.84

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 9.69

M= 199.30

S= 5.72

D= 3.18

19. FJ 505532



I00053



622.D 11/08/10



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

1018096

Oficial

5.56/hh*10*1

=

5.56

239.25

1.55%

9

1018095

Peón

5.03/hh*10*6

=

30.18

1,298.65

8.40%

9

1016051

Capataz

10.09/hh*10*0.1

=

1.01

43.46

0.28%


46.91/hm*10*0.3

=

14.07

605.43

3.92%

=

/10m/dia

50.82

2,186.78

14.15%

299.05

12,868.12

83.25%

2.59%

Equipos ======= 8


(tarifa*cantidad)

=========== 331114


299.05/m*1

=


89996

Cama de Arena

44.33/m3*0.21

= Precio Net

L= 32.08

I00054

E= 13.30

M= 301.16

S= 8.34

9.31

400.61

359.20

15,456.38

D= 4.32

SUB DREN TIPO I


625.A 11/08/10


6

89999


11.71/m3*0.18

=

2.11

10,473.41

2.32%

7

89899


2.47/m3*0.19

=

0.47

2,332.94

0.52%

5

89901

Material Filtrante

52.15/m3*0.85

=

44.33

220,040.82

48.75%

8

3054021

Tubería HDPE D=6"

8.95/m*1

=

8.95

44,425.12

9.84%

8

89977

Geotextil

2.23/m2*4.7

=

10.48

52,019.58

11.52%

8

89978

Excavación Manual

18.46/m3*1.1

=

20.31

100,812.75

22.33%

6

89997


2.71/m2*0.6

=

1.63

8,090.83

1.79%

5

89996

Cama de Arena

44.33/m3*0.06

=

2.66

13,203.44

2.93%

90.94

451,398.88

Precio Net L= 28.31

I00055

E= 29.68

M= 15.68

S= 8.23

D= 9.04

SUB DREN TIPO II


625.B 11/08/10


6

89999


11.71/m3*0.18

=

2.11

1,003.09

4.88%

7

89899


2.47/m3*0.32

=

0.79

375.57

1.83%

5

89901

Material Filtrante

52.15/m3*0.24

=

12.52

5,952.01

28.95%

8

3054021

Tubería HDPE D=6"

8.95/m*1

=

8.95

4,254.83

20.70%

8

89977

Geotextil

2.23/m2*2.4

=

5.35

2,543.39

12.37%

8

87978

Excavación Manual en Roca

18.46/m3*0.5

=

9.23

4,387.94

21.35%

6

89997


2.71/m2*0.6

=

1.63

774.90

3.77%

5

89996

Cama de Arena

44.33/m3*0.06

=

2.66

1,264.56

6.15%

43.24

20,556.30

Precio Net L= 14.38

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 10.27

M= 11.19

S= 4.16

D= 3.24

20. FJ 505532



I00056

SUB DREN TRANSVERSAL TIPO I


625.C 11/08/10

Pr.Un.:01/10/10


80094

Tubería de Ventilación

2.99/m*0.26

=

0.78

625.83

1.53%

8

29001

Encofrado y Desencofrado

19.14/m2*0.13

=

2.49

1,997.85

4.88%

6

89999


11.71/m3*0.74

=

8.67

6,956.37

16.99%

7

89899


2.47/m3*1.04

=

2.57

2,062.04

5.04%

8

3054021

Tubería HDPE D=6"

8.95/m*1

=

8.95

7,181.03

17.54%

8

80081

Acero de Refuerzo

1.82/kg*0.26

=

0.47

377.10

0.92%

8

89978

Excavación Manual

18.46/m3*1.1

=

20.31

16,295.73

39.80%

6

89997


2.71/m2*0.6

=

1.63

1,307.83

3.19%

5

89996

Cama de Arena

44.33/m3*0.06

=

2.66

2,134.25

5.21%

5

89988


155.36/m3*0.016

=

2.49

1,997.85

4.88%

51.03

40,943.92

Precio Net L= 25.28

I00057

E= 6.06

M= 10.26

S= 7.29

D= 2.14

SUB DREN TRANSVERSAL TIPO II


625.D 11/08/10

Pr.Un.:01/10/10


80094

Tubería de Ventilación

2.99/m*0.16

=

0.48

25.25

1.42%

8

29001


19.14/m2*0.13

=

2.49

130.97

7.36%

6

89999


11.71/m3*0.45

=

5.27

277.20

15.57%

7

89899


2.47/m3*0.06

=

0.15

7.89

0.44%

8

3054021

Tubería HDPE D=6"

8.95/m*1

=

8.95

470.77

26.45%

8

80081

Acero de Refuerzo

1.82/kg*0.26

=

0.47

24.72

1.39%

8

89978

Excavación Manual

18.46/m3*0.5

=

9.23

485.50

27.28%

6

89997


2.71/m2*0.6

=

1.63

85.74

4.82%

5

89996

Cama de Arena

44.33/m3*0.06

=

2.66

139.92

7.86%

5

89988


155.36/m3*0.016

=

2.49

130.97

7.36%

Precio Net L= 14.91

I00058

E= 3.61

M= 9.44

S= 4.59

33.84

1,779.98

D= 1.29

TUBERIA PVC SIN PERFORACION D=3"


625.E 11/08/10


(tarifa*¨jornada*cu adrilla)

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

1018097

Operario

7.74/hh*10*1

=

0.62

364.31

9

1018095

Peón

5.03/hh*10*2

=

0.80

470.07

9.05%

9

1016051

Capataz

10.09/hh*10*0.2

=

0.16

94.01

1.81%

=

APPLIED FACTOR

/125m/dia

1.58

928.39

17.87%

Materiales

7.01%

(tarifa*cantidad)

=========== 399999


89.74/gln*0.003

=

0.27

158.65

3.05%

399881

Tubo PVC-SAP d=3"

6.65/m*1.05

=

6.98

4,101.38

78.96%

8.84

5,194.30

Precio Net L= 1.13

12:22

29/10/10

Candy2.00c17 (16 327744 26)

M= 7.32

S= 0.39

21. FJ 505532



I00059

TUBERIA PVC CON PERFORACION D=6"


625.F 11/08/10


(tarifa*¨jornada*cu adrilla)

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

1018097

Operario

7.74/hh*10*1

=

0.77

696.99

9

1018095

Peón

5.03/hh*10*2

=

1.01

914.23

6.22% 8.16%

9

1016051

Capataz

10.09/hh*10*0.2

=

0.20

181.04

1.62%


46.91/hm*10*0.3

=

1.41

1,276.30

11.39%

=

/100m/dia

3.39

3,068.56

27.38%

Equipos ======== 8


(tarifa*cantidad)

=========== 399999


89.74/gln*0.003

=

0.27

244.40

2.18%

399191

Tubo PVC-SAP d=6"

8.30/m*1.05

=

8.72

7,893.17

70.44%

12.38

11,206.13

Precio Net L= 1.58

E= 0.90

M= 9.08

S= 0.55

I00060

CUNETAS TRIANGULARES REVESTIDAS EN

635.A

CONCRETO

D= 0.27


11/08/10


8

29001


19.14/m2*0.11

=

2.11

47,547.86

5.62%

7

89899


2.47/m3*0.03

=

0.07

1,577.42

0.19%

8

89978

Excavación Manual

18.46/m3*0.03

=

0.55

12,393.99

1.46%

6

89997


2.71/m2*1.93

=

5.23

117,855.59

13.92%

5

89988


155.36/m3*0.17

=

26.41

595,136.94

70.30%

8

89921

Junta de Dilatación

5.63/m*0.57

=

3.21

72,335.84

8.54%

37.57

846,622.29

Precio Net L= 11.45

I00061

E= 5.95

M= 10.29

S= 7.65

D= 2.23

ZANJA DE CORONACION


635.B 11/08/10


8

29001


19.14/m2*0.05

=

0.96

3,546.24

2.40%

7

89899


2.47/m3*0.39

=

0.96

3,546.24

2.40%

8

89978

Excavación Manual

18.46/m3*0.39

=

7.20

26,596.80

18.01%

6

89997


2.71/m2*1.65

=

4.47

16,512.18

11.18%

5

89988


155.36/m3*0.15

=

23.30

86,070.20

58.29%

8

89921

Junta de Dilatación

5.63/m*0.55

=

3.10

11,451.40

7.76%

39.97

147,649.18

Precio Net L= 14.87

I00062

E= 5.77

M= 9.26

S= 7.94

D= 2.13

ZANJA DE DRENAJE


635.C 11/08/10


7

89899


2.47/m3*0.21

=

0.52

291.72

6.68%

8

89978

Excavación Manual

18.46/m3*0.21

=

3.88

2,176.68

49.81%

6

89997


2.71/m2*1.25

=

3.39

1,901.79

43.52%

Precio Net L= 5.08

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 0.79

M= 0.34

S= 1.26

7.79

4,370.19

D= 0.32

22. FJ 505532



I00063

EMBOQUILLADO DE PIEDRA e= 0.15 m.


635.G 11/08/10



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

1018096

Oficial

5.56/hh*10*2

=

3.56

4,471.82

9

1018095

Peón

5.03/hh*10*2

=

3.22

4,044.74

10.05% 9.09%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.32

401.96

0.90%

=

APPLIED FACTOR

/31.25m2/dia

7.10

8,918.52

20.04%


89999


11.71/m3*0.2

=

2.34

2,939.34

6.60%

7

89899


2.47/m3*0.15

=

0.37

464.77

1.04%

5

88981

Mortero 1:6

80.89/m3*0.01

=

0.81

1,017.47

2.29%

8

89978

Excavación Manual

18.46/m3*0.35

=

6.46

8,114.60

18.23%

5

89988


155.36/m3*0.09

=

13.98

17,560.70

39.46%

6

89331

Piedra para Emboquillado

31.13/m3*0.14

=

4.36

5,476.73

12.31%

35.43

44,504.69

Precio Net L= 16.86

I00064

E= 5.02

M= 4.84

S= 6.92

D= 1.79

EMBOQUILLADO DE PIEDRA e= 0.30m.


635.H 11/08/10



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

1018096

Oficial

5.56/hh*10*2

=

4.45

1,482.74

9

1018095

Peón

5.03/hh*10*2

=

4.02

1,339.46

7.24% 6.54%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.40

133.28

0.65%

=

APPLIED FACTOR

/25m2/dia

8.87

2,955.48

14.43%


89999


11.71/m3*0.2

=

2.34

779.69

3.81%

7

89899


2.47/m3*0.3

=

0.74

246.57

1.20%

5

88981

Mortero 1:6

80.89/m3*0.02

=

1.62

539.78

2.64%

8

89978

Excavación Manual

18.46/m3*0.5

=

9.23

3,075.44

15.02%

5

89088


167.85/m3*0.18

=

30.21

10,065.97

49.16%

6

89331


31.13/m3*0.27

=

8.41

2,802.21

13.69%

61.45

20,475.14

Precio Net L= 25.60

I00065

E= 9.26

M= 10.49

S= 12.77

D= 3.33

EMBOQUILLADO DE PIEDRA e= 0.80 m.


635.I 11/08/10



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

1018096

Oficial

5.56/hh*10*2

=

5.93

13,748.11

9

1018095

Peón

5.03/hh*10*2

=

5.37

12,449.81

4.68% 4.23%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.54

1,251.94

0.43%

=

APPLIED FACTOR

/18.75m2/dia

11.84

27,449.86

9.34%

1.56%


89899


2.47/m3*0.8

=

1.98

4,590.43

5

88981

Mortero 1:6

80.89/m3*0.05

=

4.04

9,366.34

3.19%

8

89978

Excavación Manual

18.46/m3*0.8

=

14.77

34,242.77

11.65%

5

89988


155.36/m3*0.48

=

74.57

172,883.09

58.80%

6

89331


31.13/m3*0.63

=

19.61

45,463.82

15.46%

126.83

294,042.67

Precio Net L= 47.49

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 22.00

M= 22.98

S= 26.42

D= 7.94

23. FJ 505532



I00066

GEOTEXTIL


650.A 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

0.25

1,627.90

11.36%

9

1018095

Peón

5.03/hh*10*2

=

0.32

2,083.72

14.55%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.03

195.35

1.36%

=

APPLIED FACTOR

/312.5m2/dia

0.60

3,906.97

27.27%

Materiales

(tarifa*cantidad)

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


1.24/kg*0.3

=

0.37

2,409.30

16.82%

306006

Geotextil no tejido Tipo 2 700N

1.02/m2*1.2

=

1.22

7,944.16

55.45%

Precio Net L= 0.43

I00067

M= 1.62

2.20

14,325.54

S= 0.15

GEOCOMPUESTO DE DRENAJE


650.N 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

0.62

80.37

9

1018095

Peón

5.03/hh*10*2

=

0.80

103.70

4.03% 5.20%

9

1016051

Capataz

10.09/hh*10*0.5

=

0.40

51.85

2.60%


46.91/hm*10*0.3

=

1.13

146.48

7.34%

=

/125m2/dia

2.95

382.41

19.17%

12.43

1,611.30

80.77%

15.39

1,995.01

Equipos ======= 8


(tarifa*cantidad)

=========== 306011

Geocompuesto de Drenaje

10.36/m2*1.2

= Precio Net

L= 1.43

I00068

E= 0.72

M= 12.51

S= 0.51

D= 0.22

JUNTA DE BADEN


660.A 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

1.03

462.34

3.69%

9

1018096

Oficial

5.56/hh*10*1

=

0.74

332.16

2.65%

9

1018095

Peón

5.03/hh*10*0.1

=

0.07

31.42

0.25%

=

APPLIED FACTOR

/75m/dia

1.84

825.92

6.60%

Materiales

(tarifa*cantidad)

=========== 3110001

Acero Liso 3/4"

1.09/kg*9

=

9.81

4,403.41

35.19%

3260072

Masilla Bituminosa

18.03/Kg*0.2

=

3.61

1,620.42

12.95%

3260073

Imprimante para Junta Bituminosa

12.02/Kg*0.02

=

0.24

107.73

0.86%

3110002

Soldadura CELLOCORD

5.54/kg*0.2

=

1.11

498.25

3.98%

331012

Tubo Fierro Galvanizado 7/8"

2.82/m*4

=

11.28

5,063.25

40.46%

27.88

12,514.50

Precio Net L= 1.29

12:22

29/10/10

Candy2.00c17 (16 327744 26)

M= 26.13

S= 0.46

24. FJ 505532



I00069

FALSO PUENTE


660.B 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

41.28

407.85

13.14%

9

1018096

Oficial

5.56/hh*10*2

=

59.31

585.98

18.88%

9

1018095

Peón

5.03/hh*10*5

=

134.13

1,325.20

42.70%

9

1016051

Capataz

10.09/hh*10*0.1

=

5.38

53.15

1.71%

=

APPLIED FACTOR

/1.875m/dia

240.10

2,372.19

76.43%

Materiales

(tarifa*cantidad)

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


1.43/kg*3.6

=

5.15

50.88

1.64%

311005

Madera Tornillo

1.06/p2*65

=

68.90

680.73

21.93%

314.15

3,103.80


I00070

M= 85.97

S= 48.72

PINTURA BITUMINOSA


660.C 11/08/10



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

1018097

Operario

7.74/hh*10*2

=

1.24

489.27

9

1018096

Oficial

5.56/hh*10*1

=

0.44

173.61

7.00%

9

1018095

Peón

5.03/hh*10*2

=

0.80

315.66

12.72%

9

1016051

Capataz

10.09/hh*10*0.2

=

0.16

63.13

2.54%

=

1.27

501.10

20.19%

3.91

1,542.77

62.16%

Equipos

19.71%


======== 344441

Equipo de Pintura

15.85/hm*10*1

=

APPLIED FACTOR

/125m2/dia

Materiales

(tarifa*cantidad)

=========== 331122

Pintura Imprimante

15.54/gln*0.01

=

0.16

63.13

2.54%

331121

Pintura Bituminosa

21.25/gln*0.1

=

2.13

840.43

33.86%

310991

Diluyente de Pintura Bituminosa

9.12/gln*0.01

=

0.09

35.51

1.43%

Precio Net L= 1.88

I00071

E= 1.27

M= 2.49

6.29

2,481.85

S= 0.65

JUNTA DE PONTON


660.D 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

1.24

29.61

9

1018096

Oficial

5.56/hh*10*1

=

0.89

21.25

5.25%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.16

3.82

0.94%

=

APPLIED FACTOR

/62.5m2/dia

2.29

54.69

13.51%

Materiales

7.32%

(tarifa*cantidad)

=========== 311305


0.91/kg*9

=

8.19

195.58

48.32%

3260072

Masilla Bituminosa

18.03/Kg*0.3

=

5.41

129.19

31.92%

311011

Material de Respaldo para Selladores

0.19/m*2.1

=

0.40

9.55

2.36%

3260073

Imprimante para Junta Bituminosa

12.02/Kg*0.01

=

0.12

2.87

0.71%

331331

Tecnoport e=1"

1.05/m2*0.5

=

0.53

12.66

3.13%

16.95

404.77

Precio Net L= 1.62

12:22

29/10/10

Candy2.00c17 (16 327744 26)

M= 14.75

S= 0.58

25. FJ 505532



I00072

JUNTA DE MUROS


660.E 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

1.24

328.62

9.20%

9

1018096

Oficial

5.56/hh*10*2

=

1.78

471.74

13.20%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.16

42.40

1.19%

=

APPLIED FACTOR

/62.5m2/dia

3.18

842.76

23.59%

Materiales

(tarifa*cantidad)

=========== 331101

Sellante Elastico de Poliuretano

45.71/gln*0.2

=

9.14

2,422.28

67.80%

331331

Tecnoport e=1"

1.05/m2*1.1

=

1.16

307.42

8.61%

13.48

3,572.47

Precio Net L= 2.32

I00073

M= 10.44

S= 0.72

PASE PROVISIONAL

Cantidad Bill=1.00 GLB

660.F 11/08/10



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

1018096

Oficial

5.56/hh*10*1

=

55.60

55.60

9

1018095

Peón

5.03/hh*10*4

=

201.20

201.20

6.07%

9

1016051

Capataz

10.09/hh*10*0.1

=

10.09

10.09

0.30%

16.45%

Equipos

1.68%


======== 8


54.51/hm*10*1

=

545.10

545.10

8

2007751


4.165/hm*10*1

=

41.65

41.65

1.26%

8

2007471


35.73/hm*10*1

=

357.30

357.30

10.78%

8

2001071

Tractor D8R

104.93/hm*10*1

=

1,049.30

1,049.30

31.66%

=

APPLIED FACTOR

/1gbl/dia

2,260.24

2,260.24

68.20%

692.55

692.55

20.90%

Materiales

(tarifa*cantidad)

=========== 331112


197.87/m*3 .5

=


89771

Relleno con Material Propio

3.65/m3*55.54

=

202.72

202.72

6.12%

7

89899


2.47/m3*56

=

138.32

138.32

4.17%

5

89996

Cama de Arena

44.33/m3*0.46

20.39

20.39

0.62%

3,314.23

3,314.23

= Precio Net

L= 413.88

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 1,521.24

M= 718.69

S= 144.01

D= 516.41

26. FJ 505532



I00074

ENROCADO


670.A 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

0.31

1,127.48

2.63%

9

1018096

Oficial

5.56/hh*10*1

=

0.22

800.15

1.86%

9

1018095

Peón

5.03/hh*10*4

=

0.80

2,909.63

6.78%

9

1016051

Capataz

10.09/hh*10*1

=

0.40

1,454.82

3.39%

Equipos


======== 9

2090051

Motobomba ø 4" 8HP

2.79/h*10*1

=

0.11

400.07

0.93%

8

2005161

Cargador Frontal 966F

67.230/hm*10*1

=

2.69

9,783.64

22.80%

8


80.140/hm*10*1

=

3.21

11,674.90

27.20%

=

/250m3/dia

7.74

28,150.69

65.59%

4.05

14,730.01

34.32%


6

87751

Roca Seleccionada para Enrocado

4.05/m3*1

= Precio Net

L= 2.18

E= 6.63

M= 0.11

S= 0.80

11.80

D= 2.08

TRANSPORTE I00076

TRANSPORTE DE MATERIALES GRANULARES

700.A

ENTRE 120 m Y 1000 m

NIVEL 2 Cantidad Bill=142,327.22 m3K

11/08/10

7

Pr.Un.:01/10/10

80309

Transporte de material granular D<=1km

1.770/m3*1

= Precio Net

L= 0.30

I00077

E= 0.99

M= 0.02

S= 0.12

1.77 1.78

251,919.18

99.44%

253,342.45

D= 0.35

TRANSPORTE DE MATERIAL GRANULAR MAYOR A

700.B

42,917.07

Cantidad Bill=2,425,237.12 m3K

1KM.

11/08/10

7

Pr.Un.:01/10/10

80308

Transporte de material granular D>1km

0.371/m3*1

= Precio Net

L= 0.08

E= 0.19

S= 0.03

I00078

TRANSPORTE DE MEZCLA ASFALTICA

701.A

KM.

0.37

HASTA 1

Cantidad Bill=14,239.74 m3K

Transporte de mezcla asfáltica D<=1km

2.561/m3*1

= Precio Net

L= 0.54

E= 1.32

M= 0.03

TRANSPORTE DE MEZCLA ASFALTICA

701.B

100.00%

897,337.73

Pr.Un.:01/10/10

80309a

I00079

897,337.73

D= 0.07

11/08/10

7

0.37

S= 0.20

2.56 2.56

36,453.73

100.00%

36,453.73

D= 0.47

MAYOR A


1KM.

11/08/10

7

Pr.Un.:01/10/10

80308a

Transporte de mezcla asfáltica D>1km

0.715/m3*1

= Precio Net

L= 0.15

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 0.37

M= 0.01

S= 0.06

0.72 0.72

85,127.83

100.00%

85,127.83

D= 0.13

27. FJ 505532



I00080

TRANSPORTE DE MATERIAL EXCEDENTE ENTRE

702.A

120 M


Y 1000 M

11/08/10

7

Pr.Un.:01/10/10

80309aa

Transporte de material excedente D<=1km

2.061/m3*1

= Precio Net

L= 0.32

E= 1.22

M= 0.02

S= 0.12

I00081

TRANSPORTE DE MATERIAL EXCEDENTE MAYOR

702.B

A 1 KM

593,453.45

99.52%

596,334.29

Cantidad Bill=619,139.81 m3K Pr.Un.:01/10/10

80308aa

Transporte de material excedente D>1km

0.371/m3*1

= Precio Net

L= 0.08

12:22

2.07

D= 0.39

11/08/10

7

2.06

29/10/10

Candy2.00c17 (16 327744 26)

E= 0.19

S= 0.03

0.37 0.37

229,081.73

100.00%

229,081.73

D= 0.07

28. FJ 505532



SEÑALIZACION I00083

NIVEL 2

SEÑAL PREVENTIVA (0.60 m. X 0.60 m.)


801.A 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

15.48

1,996.92

11.39%

9

1018096

Oficial

5.56/hh*10*1

=

11.12

1,434.48

8.18%

9

1016051

Capataz

10.09/hh*10*0.2

=

4.04

521.16

2.97%

=

42.26

5,451.54

31.10%

72.90

9,404.10

53.64%

Equipos


======== 344421

Equipo de Soldar

21.13/hm*10*1

=

APPLIED FACTOR

/5und/dia

Materiales

(tarifa*cantidad)

===========

519991

Platina de Fierro 1/8"x2"

1.40/ml*1.7

=

2.38

307.02

1.75%

519992


1.05/ml*2.4

=

2.52

325.08

1.85%

331123

Pernos 1/4"x3"

0.32/jgo*0.25

=

0.08

10.32

0.06%

331333

Thinner

18.93/gln*0.02

=

0.38

49.02

0.28%

3110002

Soldadura CELLOCORD

5.54/kg*0.05

=

0.28

36.12

0.21%

331108

Lamina Reflect Alta Intensidad Amarilla

4.44/p2*3.86

=

17.14

2,211.06

12.61%

331111

Pintura Esmalte

9.23/gln*0.036

=

0.33

42.57

0.24%

331122

Pintura Imprimante

15.54/gln*0.036

=

0.56

72.24

0.41%

331334

Tinta Serigráfica Negra

407.26/gln*0.021

=

8.55

1,102.95

6.29%

300996

Fibra de Vidrio Preparada 4mm

50.24/m2*0.36

=

18.09

2,333.61

13.31%

12.69

1,637.01

9.34%

135.90

17,531.10


89987

Colocación de Panel en Obra

12.69/und*1

= Precio Net

L= 27.71

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 45.86

M= 51.91

S= 9.32

D= 1.10

29. FJ 505532



I00084

SEÑAL REGLAMENTARIA (1.20 m. X 0.80 m.)


802.A 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

10.32

402.48

9

1018096

Oficial

5.56/hh*10*1

=

7.41

288.99

4.27%

9

1016051

Capataz

10.09/hh*10*0.2

=

2.69

104.91

1.55%

=

28.17

1,098.63

16.23%

48.59

1,895.01

27.99%

Equipos

5.94%


======== 344421

Equipo de Soldar

21.13/hm*10*1

=

APPLIED FACTOR

/7.5und/dia

Materiales

(tarifa*cantidad)

===========

519991


1.40/ml*2

=

2.80

109.20

1.61%

519992


1.05/ml*4

=

4.20

163.80

2.42%

331123

Pernos 1/4"x3"

0.32/jgo*0.5

=

0.16

6.24

0.09%

331333

Thinner

18.93/gln*0.02

=

0.38

14.82

0.22%

3110002

Soldadura CELLOCORD

5.54/kg*0.05

=

0.28

10.92

0.16%

332108

Lamina Reflect Alta Intensidad Blanca

4.44/p2*10.33

=

45.87

1,788.93

26.42%

331111

Pintura Esmalte

9.23/gln*0.096

=

0.89

34.71

0.51%

331122

Pintura Imprimante

15.54/gln*0.01

=

0.16

6.24

0.09%

331434

Tinta Serigráfica Roja

407.26/gln*0.01

=

4.07

158.73

2.34%

331334

Tinta Serigráfica Negra

407.26/gln*0.013

=

5.29

206.31

3.05%

300996


50.24/m2*0.96

=

48.23

1,880.97

27.78%

7.31%


89987


12.69/und*1

= Precio Net

L= 20.48

I00085

E= 31.77

M= 113.51

S= 6.75

12.69

494.91

173.61

6,770.79

10.32

483.18

D= 1.10

SEÑAL INFORMATIVA

Cantidad Bill=46.82 m2

803.C 11/08/10



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

1018097

Operario

7.74/hh*10*1

9

1018096

Oficial

5.56/hh*10*1

=

7.41

346.94

4.41%

9

1016051

Capataz

10.09/hh*10*1

=

13.45

629.73

8.01%

=

14.09

659.69

8.39%

45.27

2,119.54

26.95%

Equipos

=

6.14%


======== 344421

Equipo de Soldar

21.13/hm*10*0.5

=

APPLIED FACTOR

/7.5m2/dia

Materiales

(tarifa*cantidad)

=========== 519991


1.40/ml*2.21

=

3.09

144.67

1.84%

331124

Perno con Tuerca y Arandela 5/16"x3"

0.61/jgo*2.22

=

1.35

63.21

0.80%

331333

Thinner

18.93/gln*0.0072

=

0.14

6.55

0.08%

3110002

Soldadura CELLOCORD

5.54/kg*0.2

=

1.11

51.97

0.66%

332109

Lamina Reflect Alta Intensidad Verde

4.44/p2*10.76

=

47.77

2,236.59

28.44%

331435

Tinta Serigráfica

407.26/gln*0.007

=

2.85

133.44

1.70%

331111

Pintura Esmalte

9.23/gln*0.1

=

0.92

43.07

0.55%

331122

Pintura Imprimante

15.54/gln*0.1

=

1.55

72.57

0.92%

300996


50.24/m2*1.02

=

51.24

2,399.06

30.50%

12.69

594.15

7.55%

167.99

7,865.29


89987


12.69/und*1

= Precio Net

L= 28.47

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 17.69

M= 111.36

S= 9.37

D= 1.10

30. FJ 505532



I00086

POSTES DE SOPORTE DE SEÑALES


804.A 11/08/10



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

1018096

Oficial

5.56/hh*10*1

=

4.94

829.92

9

1018095

Peón

5.03/hh*10*1

=

4.47

750.96

6.39%

9

1016051

Capataz

10.09/hh*10*1

=

8.97

1,506.96

12.83%

=

20.85

3,502.80

29.82%

39.23

6,590.64

56.10%

Equipos

7.06%


======== 8


46.91/hm*10*0.5

=

/11.25und/dia


(tarifa*cantidad)

===========

311331


1.43/kg*2

=

2.86

480.48

4.09%

311305


0.91/kg*9.01

=

8.20

1,377.60

11.73%

331333

Thinner

18.93/gln*0.01

=

0.19

31.92

0.27%

331111

Pintura Esmalte

9.23/gln*0.04

=

0.37

62.16

0.53%

331122

Pintura Imprimante

15.54/gln*0.04

=

0.62

104.16

0.89%

399971

Tubo PVC 3/8"

0.36/m*0.3

=

0.11

18.48

0.16%


89978

Excavación Manual

18.46/m3*0.125

=

2.31

388.08

3.30%

5

89991


142.86/m3*0.063

=

9.00

1,512.00

12.87%

9

807771

Encofrado Metálico (Molde)

7.02/und*1

7.02

1,179.36

10.04%

69.93

11,748.24

= Precio Net

L= 20.28

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 15.25

M= 22.28

S= 7.37

D= 4.75

31. FJ 505532



I00087

ESTRUCTURA DE SOPORTE DE SEÑALES


804.B 11/08/10



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

1018097

Operario

7.74/hh*10*2

=

15.48

619.20

9

1018095

Peón

5.03/hh*10*4

=

20.12

804.80

3.26%

9

1016051

Capataz

10.09/hh*10*0.5

=

5.05

202.00

0.82%

Equipos

2.51%


======== 344421

Equipo de Soldar

21.13/hm*10*0.05

=

APPLIED FACTOR

/10und/dia

Materiales

=

1.06

42.40

0.17%

41.71

1,668.40

6.75%

(tarifa*cantidad)

===========

331244

Pernos 3/4" x 18 c/Tuerca

1.01/und*8

=

8.08

323.20

1.31%

331221

Pernos 3/8"x3"

0.12/und*10

=

1.20

48.00

0.19%

331333

Thinner

18.93/gln*0.07

=

1.33

53.20

0.22%

3110002

Soldadura CELLOCORD

5.54/kg*2

=

11.08

443.20

1.79%

332551

Lija

0.72/und*0.1

=

0.07

2.80

0.01%

522111

Platina 3"x3/16"

3.11/ml*0.9

=

2.80

112.00

0.45%

331111

Pintura Esmalte

9.23/gln*0.015

=

0.14

5.60

0.02%

332221

Pintura Anticorrosiva

10.63/gln*0.015

=

0.16

6.40

0.03%

332222

Plancha de Acero d=3/8"

70.18/m2*0.07

=

4.91

196.40

0.80%

331116

Tubería de Fierro Negro 3"

36.61/m*7.4

=

270.91

10,836.40

43.87%

9.92%


29001


19.14/m2*3.2

=

61.25

2,450.00

8

80081

Acero de Refuerzo

1.82/kg*8.85

=

16.11

644.40

2.61%

8

89978

Excavación Manual

18.46/m3*0.96

=

17.72

708.80

2.87%

5

89991


142.86/m3*1.26

=

180.00

7,200.00

29.15%


I00088

E= 39.43

M= 378.79

S= 63.85

617.48

24,699.20

D= 13.90

MARCAS EN EL PAVIMENTO


810.A 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

0.21

1,173.27

9

1018099

Vigia

5.03/hh*10*2

=

0.27

1,508.49

5.96%

9

1018095

Peón

5.03/hh*10*4

=

0.54

3,016.99

11.92%

9

1016051

Capataz

10.09/hh*10*1

=

0.27

1,508.49

5.96%

=

0.63

3,519.82

13.91%

1.92

10,727.06

42.38%

Equipos

4.64%


======== 311981

Máquina p/ pintar marcas en el pavimento 23.52/hm*10*1

=

APPLIED FACTOR

/375m2/dia

Materiales

(tarifa*cantidad)

=========== 310992

Disolvente XILOL

9.00/gln*0.01

=

0.09

502.83

1.99%

331141

Pintura de Tráfico

15.80/gln*0.12

=

1.90

10,615.32

41.94%

309292

Microesferas de Vidrio

1.56/kg*0.4

=

0.62

3,463.95

13.69%

4.53

25,309.16

Precio Net L= 0.95

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 0.63

M= 2.66

S= 0.29

32. FJ 505532



I00089

GUARDAVIAS METALICA


820.A 11/08/10



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

1018097

Operario

7.74/hh*10*2

=

6.19

36,830.50

9

1018096

Oficial

5.56/hh*10*2

=

4.45

26,477.50

6.82%

9

1018095

Peón

5.03/hh*10*4

=

8.05

47,897.50

12.34%

9

1016051

Capataz

10.09/hh*10*0.5

=

=

APPLIED FACTOR

/25m/dia

Materiales

9.49%

2.02

12,019.00

3.10%

20.71

123,224.50

31.75%

(tarifa*cantidad)

=========== 344111

Pernos para sujecion de guardavias

9.87/jgo*0.42

=

4.15

24,692.50

6.36%

409463

Guardavias transversal

78.54/ml*0.262

=

20.58

122,451.00

31.55%

511761

Postes de Tubo de Fierro Galvaniz 1.2m

29.86/und*0.42

=

12.54

74,613.00

19.22%


89978

Excavación Manual

18.46/m3*0.045

=

0.83

4,938.50

1.27%

5

89991


142.86/m3*0.045

=

6.43

38,258.50

9.86%

65.23

388,118.50

Precio Net L= 17.36

I00090

E= 1.37

M= 39.74

S= 6.26

D= 0.50

SECCION FINAL


820.B 11/08/10



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

1018095

Peón

5.03/hh*10*3

=

4.83

236.67

9

1016051

Capataz

10.09/hh*10*0.25

=

0.81

39.69

1.87%

=

APPLIED FACTOR

/31.25und/dia

5.64

276.36

13.00%

Materiales

11.13%

(tarifa*cantidad)

=========== 344111


9.87/jgo*1

=

9.87

483.63

22.75%

313313

Terminal de Guardavias Tipo 1

27.88/und*1

=

27.88

1,366.12

64.25%

Precio Net L= 4.29

I00091

M= 38.02

43.39

2,126.11

S= 1.08

SECCION DE AMORTIGUACION


820.C 11/08/10



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

1018095

Peón

5.03/hh*10*3

=

6.04

295.96

9.79%

9

1016051

Capataz

10.09/hh*10*0.25

=

1.01

49.49

1.64%

=

APPLIED FACTOR

/25und/dia

7.05

345.45

11.43%

Materiales

(tarifa*cantidad)

=========== 344111


9.87/jgo*1

=

9.87

483.63

16.00%

313311

Terminal de Guardavias Tipo 2

44.76/und*1

=

44.76

2,193.24

72.57%

Precio Net L= 5.36

12:22

29/10/10

Candy2.00c17 (16 327744 26)

M= 54.97

61.68

3,022.32

S= 1.35

33. FJ 505532



I00092

CAPTAFAROS

Cantidad Bill=3,118.00 und

825.A 11/08/10



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

1018097

Operario

7.74/hh*10*1

=

1.24

3,866.32

9

1018095

Peón

5.03/hh*10*2

=

1.61

5,019.98

9.25%

9

1016051

Capataz

10.09/hh*10*0.1

=

0.16

498.88

0.92%

=

3.38

10,538.84

19.43%

6.39

19,924.02

36.72%

11.32%

Equipos

7.13%


======== 344421

Equipo de Soldar

21.13/hm*10*1

=

APPLIED FACTOR

/62.5und/dia

Materiales

(tarifa*cantidad)

=========== 344111


9.87/jg o*0.2

=

1.97

6,142.46

3110002

Soldadura CELLOCORD

5.54/kg*0.2

=

1.11

3,460.98

6.38%

306601

Captaforos de Guardavia

7.93/und*1

=

7.93

24,725.74

45.57%

17.40

54,253.20

Precio Net L= 2.15

I00093

E= 3.38

M= 11.15

S= 0.72

POSTES DE KILOMETRAJE


830.A 11/08/10



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

1018097

Operario

7.74/hh*10*2

=

12.38

235.22

9

1018095

Peón

5.03/hh*10*1

=

4.02

76.38

7.30%

9

1016051

Capataz

10.09/hh*10*0.2

=

1.61

30.59

2.92%

=

APPLIED FACTOR

/12.5und/dia

18.01

342.19

32.70%

Materiales

22.48%

(tarifa*cantidad)

=========== 331125

Pintura Esmalte Epoxico Negro

78.37/gln*0.015

=

1.18

22.42

2.14%

331126

Pintura Esmalte Epoxica Blanca

78.37/gln*0.025

=

1.96

37.24

3.56%

=

13.67

259.73

24.82% 10.75%


80098


109.35/m3*0.125

8

80081

Acero de Refuerzo

1.82/kg*3.25

=

5.92

112.48

8

89978

Excavación Manual

18.46/m3*0.125

=

2.31

43.89

4.19%

5

89988


155.36/m3*0.032

=

4.97

94.43

9.02%

9

807771

Encofrado Metálico (Molde)

7.02/und*1

133.38

12.75%

= Precio Net

L= 20.70

E= 3.97

M= 18.75

S= 10.22

12:22

29/10/10

1,046.33

D= 1.43

PROTECCION AMBIENTAL

Candy2.00c17 (16 327744 26)

7.02 55.07

NIVEL 2

34. FJ 505532



I00095

SEÑALIZACION AMBIENTAL TEMPORAL

Cantidad Bill=21.00 UND

902.A 11/08/10



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

1018096

Oficial

5.56/hh*10*2

=

22.24

467.04

16.98%

9

1018095

Peón

5.03/hh*10*2

=

20.12

422.52

15.36%

9

1016051

Capataz

10.09/hh*10*0.1

=

2.02

42.42

1.54%

=

APPLIED FACTOR

/5und/dia

44.38

931.98

33.88%

0.21%

Materiales

(tarifa*cantidad)

=========== 311321


1.24/kg*0.22

=

0.27

5.67

307721

Brea Industrial

0.88/kg*2

=

1.76

36.96

1.34%

311005

Madera Tornillo

1.06/p2*31.36

=

33.24

698.04

25.37%

333111

Triplay de 4'x8'x12mm

21.17/plch*1

=

21.17

444.57

16.16%

331111

Pintura Esmalte

9.23/gln*0.185

=

1.71

35.91

1.31%

381108

Sellador de Madera

19.43/gln*0.125

=

2.43

51.03

1.85%

0.37%


89899


2.47/m3*0.2

=

0.49

10.29

8

89978

Excavación Manual

18.46/m3*0.2

=

3.69

77.49

2.82%

4

80098


109.35/m3*0.2

=

21.87

459.27

16.69%

131.00

2,751.00

Precio Net L= 43.08

I00096

E= 5.08

M= 67.71

S= 13.30

D= 1.83

SEÑALIZACION AMBIENTAL PERMANENTE

Cantidad Bill=2.00 UND

902.B 11/08/10



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

1018096

Oficial

5.56/hh*10*2

=

44.48

88.96

9

1018095

Peón

5.03/hh*10*2

=

40.24

80.48

6.45%

9

1016051

Capataz

10.09/hh*10*0.1

=

4.04

8.08

0.65%

=

APPLIED FACTOR

/2.5und/dia

88.76

177.52

14.23%

3.72

7.44

0.60%

Materiales

7.13%

(tarifa*cantidad)

===========

311321


1.24/kg*3

=

307721

Brea Industrial

0.88/kg*8

=

7.04

14.08

1.13%

310005


4.93/bls*0.5

=

2.47

4.94

0.40%

311005

Madera Tornillo

1.06/p2*72

=

76.32

152.64

12.23%

331111

Pintura Esmalte

9.23/gln*3

=

27.69

55.38

4.44%

381108

Sellador de Madera

19.43/gln*0.125

=

2.43

4.86

0.39%

3322 22

Plancha de Acero d=3/8"

70.18/m2*5.9

=

414.06

828.12

66.37%

1.41

2.82

0.23%

623.90

1,247.80


89975


14.10/m3*0.1

= Precio Net

L= 68.84

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 0.79

M= 538.20

S= 15.79

D= 0.28

35. FJ 505532



I00097

REACONDICIONAMIENT REACONDICIONAMIENTOO DEL AREA DE

905.A

CAMPAMENTO Y PATIO DE MAQUINAS

Cantidad Bill=1.00 Ha

11/08/10



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

1018095

Peón

5.03/hh*10*10

=

201.20

201.20

11.79%

9

1016051

Capataz

10.09/hh*10*0.5

=

20.18

20.18

1.18%

=

419.72

419.72

24.60%

641.10

641.10

37.58%

1,065.00

1,065.00

62.42%

Equipos


======== 8

2001071

Tractor D8R

104.93/hm*10*1

=

APPLIED FACTOR

/2.5ha/dia


2099991


4.26/m3*250m3

= Precio Net

L= 408.50

E= 781.86

M= 27.34

I00098

REACONDICIONAMIENT REACONDICIONAMIENTOO DEL AREA DE LA

905.B

CANTERA

S= 136.50

1,706.10

1,706.10

=

107.31

766.19

7.07%

=

559.63

3,995.76

36.84%

666.94

4,761.95

43.91%

852.00

6,083.28

56.09%

1,518.94

10,845.23

D= 351.90


11/08/10



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

1018095

Peón

5.03/hh*10*4

Equipos


======== 8

2001071

Tractor D8R

104.93/hm*10*1

=

APPLIED FACTOR

/1.875ha/dia


2099991


4.26/m3*200m3

= Precio Net

L= 284.48

E= 777.15

M= 19.41

I00099


905.C

PLANTA CHANCADORA

S= 100.70

D= 337.20


11/08/10



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

1018095

Peón

5.03/hh*10*2

=

53.65

26.83

8.04%

9

1016051

Capataz

10.09/hh*10*1

=

53.81

26.91

8.07%

=

559.63

279.82

83.89%

667.09

333.55

100.00%

667.10

333.55

Equipos


======== 8

2001071

Tractor D8R

104.93/hm*10*1

=

APPLIED FACTOR

/1.875ha/dia Precio Net

L= 107.47

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 379.15

M= 5.33

S= 35.95

D= 139.20

36. FJ 505532



I00100


905.D

PLANTA DE PREPARACION DE ASFALTO


11/08/10



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

1018095

Peón

5.03/hh*10*2

=

53.65

26.83

8.04%

9

1016051

Capataz

10.09/hh*10*1

=

53.81

26.91

8.07%

=

559.63

279.82

83.89%

667.09

333.55

100.00%

667.10

333.55

Equipos


======== 8

2001071

Tractor D8R

104.93/hm*10*1

=

APPLIED FACTOR

/1.875ha/dia Precio Net

L= 107.47

E= 379.15

M= 5.33

S= 35.95

I00101

ACONDICIONAMIENTO DEL MATERIAL

905.E

EXCEDENTE Y READECUACION MORFOLOGICA

D= 139.20


11/08/10 DEL DEPOSITO DE MATERIAL EXCEDENTE

Pr.Un.:01/10/10

# Mano de Obra


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

1018095

Peón

5.03/hh*10*1

=

0.03

11,619.62

2.63%

9

1016051

Capataz

10.09/hh*10*1

=

0.07

27,112.45

6.14%

Equipos


======== 8

2007471


35.73/hm*10*0.5

=

0.12

46,478.49

10.53%

8

2001071

Tractor D8R

104.93/hm*10*1

=

0.70

271,124.55

61.40%

=

APPLIED FACTOR

/1500m3/dia

0.92

356,335.12

80.70%

81,337.36

18.42%


2099991


4.26/m3*0.05m3

= Precio Net

L= 0.17

I00102

E= 0.64

S= 0.08

0.21 1.14

441,545.69

D= 0.25

PROGRAMA DE REVEGETACION


906.A 11/08/10



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

1018096

Oficial

5.56/hh*10*2

=

444.80

6,818.78

13.51%

9

1018095

Peón

5.03/hh*10*12

=

2,414.40

37,012.75

73.32%

=

APPLIED FACTOR

/0.25ha/dia

2,859.20

43,831.54

86.83%

263.20

4,034.86

7.99%

170.40

2,612.23

5.17%

3,292.80

50,478.62

Materiales

(tarifa*cantidad)

=========== 511991

Plantas Nativas

26.32/kg*10

=


2099991


4.26/m3*40m3

= Precio Net

L= 2,227.20

12:22

29/10/10

Candy2.00c17 (16 327744 26)

E= 79.60

M= 417.60

S= 528.80

D= 39.60

37. FJ 505532

Análisis de Precios Unitarios

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