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OBRAS DE ARTE

BORDILLOSADICIONAL DE OBRA N 05

ITEM DESCRIPCION UND METR

600 OBRAS DE ARTE Y DRENAJE

601.C.1 EXCAVACION PARA ESTRUCTURAS EN MATERIAL COMUN m

605.A.1 RELLENO PARA ESTRUCTURAS m

612.A1.1 ENCOFRADO Y DESENCOFRADO EN SECO m 637.A BORDILLO m

60.A.1 PIEDRA ASENTADA Y EMBO!UILLADA E"0.15 m m

700 TRANSPORTES

700.A.1 TRANSPORTE DE MATERIALES #RANULARES ENTRE 120 M Y 1000 M

700.B.1 TRANSPORTE DE MATERIALES #RANULARES PARA DISTANCIAS MAYORES DE 1000 M

702.A.1 TRANSPORTE DE ESCOMBROS ENTRE 120 Y 1000 m m$702.B.1 TRANSPORTE DE ESCOMBROS PARA D% 1&M m$

900 PROTECCIN AMBIENTAL

'06.A.1 ACONDICIONAMIENTO DE DESEC(OS Y EXCEDENTE

m3$

m3$

m3

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SUPERVISOR) CONSORCIO SUPERVISOR LA !UINUA

CONTRATISTA) CONSORCIO VIAL !UINUA

OBRA) RE(ABILITACION Y ME*ORAMIENTO DE LA CARRETERA !UINUA + SAN FRANCISCO

TRAMO 2) &m. 7,-500 + &m. 172-20

OBRAS DE ARTE

BORDILLOSADICIONAL DE OBRA N 05

PRO!RESI"A REPLANTEOLADO LON!ITUD #$

DESDE %ASTA #3 #3

7'-160 7'-220 DER 57.,3 1 0.3, 0.22

7'-60 7'-'0 DER 2,.01 1 0.3, 0.22

7'-500 7'-530 DER 2'.' 1 0.3, 0.22

7'-,50 7'-,'0 DER 3,.0' 1 0.3, 0.22

,0-100 ,0-10 DER 37.7 1 0.3, 0.22

,0-200 ,0-260 DER 57.,0 1 0.3, 0.22

,0-321 ,0-35 DER 23.,, 1 0.3, 0.22

,0-15 ,0-50 DER 30.7' 1 0.3, 0.22

,0-750 ,0-,30 DER 77.13 1 0.3, 0.22

,0-,'0 ,0-'50 DER 5,.1, 1 0.3, 0.22

,1-030 ,1-120 DER ,,.50 1 0.3, 0.22

,1-350 ,1-20 I! 66.7' 1 0.3, 0.22

,1-570 ,1-70 I! 15'.50 1 0.3, 0.22

,1-73 ,1-760 I! 17.01 1 0.3, 0.22

,1-'00 ,2-060 DER 153.6 1 0.3, 0.22

,2-1,6 ,2-23 DER 3.01 1 0.3, 0.22,2-2, ,2-320 DER 3.03 1 0.3, 0.22

,2-00 ,2-10 DER 10.00 1 0.3, 0.22

,2-13 ,2-'0 DER 7.31 1 0.3, 0.22

,2-5,0 ,2-6,0 DER 100.00 1 0.3, 0.22

,3-125 ,3-1,0 DER 51.61 1 0.3, 0.22

,3-60 ,3-730 DER ,5.13 1 0.3, 0.22

,-1'0 ,-310 DER 115.'0 1 0.3, 0.22

,-,0 ,-560 DER 76.0, 1 0.3, 0.22

101-000 101-060 DER 56.,6 1 0.3, 0.22

101-220 101-275 I! 53.0 1 0.3, 0.22

101-2 101-,0 I! 33.3, 1 0.3, 0.22

101-65 101-6'3 DER 3,.10 1 0.3, 0.22

102-'0 102-',0.00 DER 3,.3 1 0.3, 0.22

105-000 105-13, DER 135.25 1 0.3, 0.22

105-0 105-,, DER 6.52 1 0.3, 0.22

105-500 105-57 DER 7.00 1 0.3, 0.22

105-5,2 105-610 DER 25.02 1 0.3, 0.22

107-220 107-3'0 DER 163.05 1 0.3, 0.22

107-'3 107-535 I! 1.6, 1 0.3, 0.22

107-560 107-620 DER 5'.37 1 0.3, 0.22

107-,0 107-' DER ',.17 1 0.3, 0.22

107-'52 107-'70 DER 1,.00 1 0.3, 0.22

10,-00 10,-', I! '2.1' 1 0.3, 0.22

10,-506 10,-517 I! 11.03 1 0.3, 0.22

10,-650 10,-6,6 I! 35.61 1 0.3, 0.22

10,-6'2 10,-702 I! '.5 1 0.3, 0.22

117-026 117-0'7 I! 70.6' 1 0.3, 0.22117-2,0 117-70 DER + +

117-630 117-6,0 DER 5.53 1 0.3, 0.22

11,-00 11,-70 I! 66.'6 1 0.3, 0.22

11,-5'0 11,-60 I! ,.'3 1 0.3, 0.22

11-350 11-3,0 I! 30.0, 1 0.3, 0.22

11-560 11-5'0 I! 30.03 1 0.3, 0.22

15-630 15-,00 I! 166.32 1 0.3, 0.22

16-350 16-12 I! 60.70 1 0.3, 0.22

16-52 16-67 I! 1 ,1 1 0 3, 0 22

NUMERO DEDESCAR!A

601.C E'CA"ACION PARAESTRUCTURAS

(DESCAR!A)

605.A RELLENO DEESTRUCTURA(DESCAR!A)

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TRAMO 2) &m. 7,-500 + &m. 172-20

TRANSPORTE

METRADOS DE TRANSPORTE DE MATERIAL !RELLENO DE DESCAR!A DE BORDILLO

ADICIONAL DE OBRA N 05

N

PRO!RESI"ACENTRO !RA". RELLENO PARA ESTRUCTURAS

CANTE

INICIO *INAL P-/.

# # # # #

1 7'-160 7'-220 7'.1' 0.22 ,'-'30

2 7'-60 7'-'0 7'., 0.22 ,'-'30

3 7'-500 7'-530 7'.52 0.22 ,'-'30

4 7'-,50 7'-,'0 7'.,7 0.22 ,'-'30

5 ,0-100 ,0-10 ,0.12 0.22 ,'-'30

6 ,0-200 ,0-260 ,0.23 0.22 ,'-'30

7 ,0-321 ,0-35 ,0.33 0.22 ,'-'30

8 ,0-15 ,0-50 ,0.3 0.22 ,'-'30

9 ,0-750 ,0-,30 ,0.7' 0.22 ,'-'30

10 ,0-,'0 ,0-'50 ,0.'2 0.22 ,'-'30

11 ,1-030 ,1-120 ,1.0, 0.22 ,'-'30

12 ,1-350 ,1-20 ,1.3' 0.22 ,'-'30

13 ,1-570 ,1-70 ,1.66 0.22 ,'-'30

14 ,1-73 ,1-760 ,1.75 0.22 ,'-'30

15 ,1-'00 ,2-060 ,1.', 0.22 ,'-'30

16 ,2-1,6 ,2-23 ,2.21 0.22 ,'-'30

17 ,2-2, ,2-320 ,2.30 0.22 ,'-'30

18 ,2-00 ,2-10 ,2.1 0.22 ,'-'30

19 ,2-13 ,2-'0 ,2.5 0.22 ,'-'3020 ,2-5,0 ,2-6,0 ,2.63 0.22 ,'-'30

21 ,3-125 ,3-1,0 ,3.15 0.22 ,'-'30

22 ,3-60 ,3-730 ,3.6' 0.22 ,'-'30

23 ,-1'0 ,-310 ,.25 0.22 ,'-'30

24 ,-,0 ,-560 ,.52 0.22 ,'-'30

25 101-000 101-060 101.03 0.22 10'-370

26 101-220 101-275 101.25 0.22 10'-370

27 101-2 101-,0 101.6 0.22 10'-370

28 101-65 101-6'3 101.67 0.22 10'-370

29 102-'0 102-',0 102.'6 0.22 10'-370

30 105-000 105-13, 105.07 0.22 10'-370

31 105-0 105-,, 105.6 0.22 10'-37032 105-500 105-57 105.52 0.22 10'-370

33 105-5,2 105-610 105.60 0.22 10'-370

34 107-220 107-3'0 107.31 0.22 10'-370

35 107-'3 107-535 107.51 0.22 10'-370

36 107-560 107-620 107.5' 0.22 10'-370

37 107-,0 107-' 107.,' 0.22 10'-370

38 107-'52 107-'70 107.'6 0.22 10'-370

39 10,-00 10,-', 10,.5 0.22 10'-370

40 10,-506 10,-517 10,.51 0.22 10'-370

41 10,-650 10,-6,6 10,.67 0.22 10'-370

42 10,-6'2 10,-702 10,.70 0.22 10'-370

43 117-026 117-0'7 117.06 0.22 10'-37044 117-2,0 117-70 117.3, + 0-000

45 117-630 117-6,0 117.66 0.22 10'-370

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TRAMO 2) &m. 7,-500 + &m. 172-20

TRANSPORTE

METRADOS DE TRANSPORTE DE MATERIAL !RELLENO DE DESCAR!A DE BORDILLO

ADICIONAL DE OBRA N 05

N

PRO!RESI"ACENTRO !RA". RELLENO PARA ESTRUCTURAS

CANTE

INICIO *INAL P-/.

# # # # #

46 11,-00 11,-70 11,. 0.22 10'-370

47 11,-5'0 11,-60 11,.62 0.22 10'-370

48 11-350 11-3,0 11.37 0.22 170-520

49 11-560 11-5'0 11.5, 0.22 170-520

50 15-630 15-,00 15.72 0.22 170-520

51 16-350 16-12 16.3, 0.22 170-520

52 16-52 16-67 16.6 0.22 170-520

53 1'-520 1'-62 1'.57 0.22 170-520

54 150-''7 151-150 151.07 0.22 170-520

55 151-225 151-31 151.27 0.22 170-520

56 151-33' 151-370 151.35 0.22 170-520

57 151-55 151-550 151.50 0.22 170-520

58 151-7,2 151-,11 151.,0 0.22 170-520

59 151-,1' 151-,30 151.,2 0.22 170-520

60 152-070 152-13' 152.10 0.22 170-520

61 152-27 152-350 152.31 0.22 170-520

62 153-200 153-221 153.21 0.22 170-520

63 153-236 153-270 153.25 0.22 170-520

64 153-27 153-2'0 153.2, 0.22 170-52065 155-030 155-0'5 155.06 0.22 170-520

66 156-702 156-775 156.7 0.22 170-520

67 160-000 160-0'7 160.05 0.22 170-520

68 160-231 160-2'7 160.26 0.22 170-520

69 16-060 16-1,7 16.12 0.22 170-520

70 165-,00 165-,60 165.,3 0.22 170-520

71 16'-13 16'-500 16'.6 0.22 170-520

72 16'-,0 16'-'00 16'.,7 0.22 170-520

15.62

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RANULAR

D L- 120 #$

RA TRANSPORTE DE MATERIAL !RANULAR

A. : 1# ; 1#

# # ## ##

0.30 11.0 0.1' 2.21

0.30 10.76 0.1' 2.15

0.30 10.72 0.1' 2.1

0.30 10.36 0.1' 2.06

0.30 10.11 0.1' 2.00

0.30 10.00 0.1' 1.',

0.30 '.'0 0.1' 1.'6

0.30 '.,0 0.1' 1.'

0.30 '. 0.1' 1.,6

0.30 '.31 0.1' 1.,3

0.30 '.16 0.1' 1.,0

0.30 ,.,5 0.1' 1.73

0.30 ,.5, 0.1' 1.67

0.30 ,., 0.1' 1.65

0.30 ,.25 0.1' 1.60

0.30 ,.02 0.1' 1.5

0.30 7.'3 0.1' 1.52

0.30 7.,3 0.1' 1.50

0.30 7.7, 0.1' 1.'

0.30 7.60 0.1' 1.5

0.30 7.0, 0.1' 1.3

0.30 6.55 0.1' 1.22

0.30 5.', 0.1' 1.10

0.30 5.71 0.1' 1.0

1., '.,2 0.1' 1.'

1., '.60 0.1' 1.,'

1., '.3' 0.1' 1.,5

1., '.17 0.1' 1.,0

1., 7.,' 0.1' 1.52

1., 5.7, 0.1' 1.05

1., 5.3, 0.1' 0.'6

1., 5.32 0.1' 0.'5

1., 5.25 0.1' 0.'

1., 3.5 0.1' 0.56

1., 3.33 0.1' 0.51

1., 3.26 0.1' 0.50

1., 2.'6 0.1' 0.3

1., 2.,' 0.1' 0.2

1., 2.0 0.1' 0.31

1., 2.3 0.1' 0.2'

1., 2.1, 0.1' 0.26

1., 2.15 0.1' 0.25

1., '.17 0.1' 1.,0+ + + +

1., '.76 0.1' 1.'3

DISTANCIA DETRANSPORTE

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RANULAR

D L- 120 #$

RA TRANSPORTE DE MATERIAL !RANULAR

A. : 1# ; 1#

# # ## ##


1., 10.5 0.1' 2.10

1., 10.72 0.1' 2.1

1.'0 31.06 0.1' 6.61

1.'0 30.,5 0.1' 6.57

1.'0 26.71 0.1' 5.66

1.'0 26.0 0.1' 5.51

1.'0 25.'6 0.1' 5.'

1.'0 22.,5 0.1' .,1

1.'0 21.35 0.1' .,

1.'0 21.15 0.1' .3

1.'0 21.07 0.1' .2

1.'0 20.'2 0.1' .3,

1.'0 20.62 0.1' .32

1.'0 20.60 0.1' .31

1.'0 20.32 0.1' .25

1.'0 20.11 0.1' .20

1.'0 1'.21 0.1' .01

1.'0 1'.17 0.1' .00

1.'0 1'.1 0.1' 3.''

1.'0 17.36 0.1' 3.60

1.'0 15.6, 0.1' 3.23

1.'0 12.37 0.1' 2.50

1.'0 12.16 0.1' 2.6

1.'0 ,.30 0.1' 1.61

1.'0 6.5' 0.1' 1.23

1.'0 2.'6 0.1' 0.3

1.'0 2.55 0.1' 0.3

13.75 161.96

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TRAMO 2) &m. 7,-500 + &m. 172-20

TRANSPORTE

METRADOS DE TRANSPORTE DE ESCOMBRE'CA"ACIN DE BORDILLOADICIONAL DE OBRA N 05

N

PRO!RESI"ACENTRO !RA".

BOTADE

INICIO *INAL P-/.

# # # # #

1 7'-160 7'-220 7'.1' 5.01 ,'-'30

2 7'-60 7'-'0 7'., 2.62 ,'-'30

3 7'-500 7'-530 7'.52 2.7 ,'-'30

4 7'-,50 7'-,'0 7'.,7 3.3 ,'-'30

5 ,0-100 ,0-10 ,0.12 3.0 ,'-'30

6 ,0-200 ,0-260 ,0.23 5.00 ,'-'30

7 ,0-321 ,0-35 ,0.33 2.2' ,'-'30

8 ,0-15 ,0-50 ,0.3 2., ,'-'30

9 ,0-750 ,0-,30 ,0.7' 6.55 ,'-'30

10 ,0-,'0 ,0-'50 ,0.'2 5.03 ,'-'30

11 ,1-030 ,1-120 ,1.0, 7.6 ,'-'30

12 ,1-350 ,1-20 ,1.3' 5.72 ,'-'30

13 ,1-570 ,1-70 ,1.66 13.1 ,'-'30

14 ,1-73 ,1-760 ,1.75 1.7 ,'-'30

15 ,1-'00 ,2-060 ,1.', 12.66 ,'-'30

16 ,2-1,6 ,2-23 ,2.21 3.,2 ,'-'30

17 ,2-2, ,2-320 ,2.30 3.10 ,'-'30

18 ,2-00 ,2-10 ,2.1 1.1, ,'-'30

19 ,2-13 ,2-'0 ,2.5 6.32 ,'-'3020 ,2-5,0 ,2-6,0 ,2.63 ,.3, ,'-'30

21 ,3-125 ,3-1,0 ,3.15 .51 ,'-'30

22 ,3-60 ,3-730 ,3.6' 7.1' ,'-'30

23 ,-1'0 ,-310 ,.25 '.65 ,'-'30

24 ,-,0 ,-560 ,.52 6.7 ,'-'30

25 101-000 101-060 101.03 .'3 ,'-'30

26 101-220 101-275 101.25 .62 ,'-'30

27 101-2 101-,0 101.6 3.05 ,'-'30

28 101-65 101-6'3 101.67 3.3 ,'-'30

29 102-'0 102-',0 102.'6 3.5 ,'-'30

30 105-000 105-13, 105.07 11.20 103-600

31 105-0 105-,, 105.6 .10 103-60032 105-500 105-57 105.52 .1 103-600

33 105-5,2 105-610 105.60 2.3, 103-600

34 107-220 107-3'0 107.31 13.2 103-600

35 107-'3 107-535 107.51 3.71 103-600

36 107-560 107-620 107.5' 5.13 103-600

37 107-,0 107-' 107.,' ,.23 103-600

38 107-'52 107-'70 107.'6 1.,2 103-600

39 10,-00 10,-', 10,.5 7.76 113-500

40 10,-506 10,-517 10,.51 1.26 113-500

41 10,-650 10,-6,6 10,.67 3.23 113-500

42 10,-6'2 10,-702 10,.70 1.1 113-500

43 117-026 117-0'7 117.06 6.0 113-50044 117-2,0 117-70 117.3, + 113-500

45 117-630 117-6,0 117.66 .02 113-500

E'CA"ACION NO CLASI*ICADAPARA ESTRUCTURAS

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TRAMO 2) &m. 7,-500 + &m. 172-20

TRANSPORTE

METRADOS DE TRANSPORTE DE ESCOMBRE'CA"ACIN DE BORDILLOADICIONAL DE OBRA N 05

N

PRO!RESI"ACENTRO !RA".

BOTADE

INICIO *INAL P-/.

# # # # #

E'CA"ACION NO CLASI*ICADAPARA ESTRUCTURAS

46 11,-00 11,-70 11,. 5.7 113-500

47 11,-5'0 11,-60 11,.62 .2' 113-500

48 11-350 11-3,0 11.37 2.7' 15,-600

49 11-560 11-5'0 11.5, 2.7, 15,-600

50 15-630 15-,00 15.72 13.6' 1,-370

51 16-350 16-12 16.3, 5.2 1,-370

52 16-52 16-67 16.6 1.56 1,-370

53 1'-520 1'-62 1'.57 ,.0' 1,-370

54 150-''7 151-150 151.07 12.51 1,-370

55 151-225 151-31 151.27 6.', 15,-600

56 151-33' 151-370 151.35 2.,, 15,-600

57 151-55 151-550 151.50 7.71 15,-600

58 151-7,2 151-,11 151.,0 2.6 15,-600

59 151-,1' 151-,30 151.,2 1.26 15,-600

60 152-070 152-13' 152.10 5.,3 15,-600

61 152-27 152-350 152.31 6.32 15,-600

62 153-200 153-221 153.21 2.02 15,-600

63 153-236 153-270 153.25 3.06 15,-600

64 153-27 153-2'0 153.2, 1.62 15,-60065 155-030 155-0'5 155.06 5.1 15,-600

66 156-702 156-775 156.7 6.05 15,-600

67 160-000 160-0'7 160.05 7.,5 15,-600

68 160-231 160-2'7 160.26 5.21 15,-600

69 16-060 16-1,7 16.12 10.27 16,-200

70 165-,00 165-,60 165.,3 5.1, 16,-200

71 16'-13 16'-500 16'.6 7.2, 16,-200

72 16'-,0 16'-'00 16'.,7 .,7 16,-200

376.00

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S A DME

D L- 120 #$

RO TRANSPORTE DE ESCOMBROS A DME

A. : 1# ; 1#

# # ## ##

0.30 11.0 .1 50.26

0.30 10.76 2.31 25.5,

0.30 10.72 2.1 26.63

0.30 10.36 3.02 32.0,

0.30 10.11 2.'' 30.'7

0.30 10.00 .0 5.0

0.30 '.'0 2.02 20.3,

0.30 '.,0 2.50 25.02

0.30 '. 5.76 55.2'

0.30 '.31 .3 1.,

0.30 '.16 6.56 60.,7

0.30 ,.,5 5.0 .'3

0.30 ,.5, 11.56 ''.60

0.30 ,., 1.53 13.02

0.30 ,.25 11.1 '1.76

0.30 ,.02 3.36 26.,2

0.30 7.'3 2.73 21.50

0.30 7.,3 1.0 ,.06

0.30 7.7, 5.57 2.,,

0.30 7.60 7.37 55.31

0.30 7.0, 3.'7 27.1

0.30 6.55 6.33 3'.'1

0.30 5.', ,.' ,.07

0.30 5.71 5.6' 30.6

0.30 11.0 .3 51.26

0.30 11.62 .07 '.10

0.30 11., 2.6, 33.07

0.30 12.05 3.02 37.,,

0.30 13.33 3.03 2.50

0.127 1.60 '.,6 6.72

0.127 1.'' 3.61 .06

0.127 2.05 3.6 .35

0.127 2.12 2.10 2.67

0.127 3.,3 11.,1 37.''

0.127 .0 3.27 11.2'

0.127 .12 .51 16.00

0.127 .2 7.25 2,.16

0.127 .' 1.60 6.35

0.261 5.31 6.,2 33.2

0.261 5.25 1.11 5.37

0.261 5.0' 2., 13.21

0.261 5.06 1.01 .6

0.261 3.,2 5.31 17.020.261 .1 + +

0.261 .2 3.5 13.76


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S A DME

D L- 120 #$

RO TRANSPORTE DE ESCOMBROS A DME

A. : 1# ; 1#

# # ## ##


0.261 5.20 5.05 2.0'

0.261 5.3, 3.7, 1,.,1

0.100 17.3 2.5 5.53

0.100 17.13 2.5 .,,

0.102 2.76 12.0 2.0'

0.102 2.0' .61 5.71

0.102 2.01 1.3, 1.5,

0.102 1.30 7.12 2.3

0.102 2.,1 11.01 22.6

0.20 7.57 6.15 5.,'

0.20 7.' 2.53 1,.6'

0.20 7.3 6.7, ,.,,

0.20 7.0 2.16 1.,

0.20 7.02 1.11 7.5'

0.20 6.7 5.13 33.7

0.20 6.53 5.56 3.'2

0.20 5.63 1.7, '.36

0.20 5.5' 2.70 1.06

0.20 5.56 1.3 7.3'

0.20 3.7, .52 1.2,

0.20 2.10 5.32 6.65

0.20 1.6' 6.'1 5.2

0.20 1.'0 .5' .6'

0.065 .1 '.0 32.2

0.065 2.3 .56 7.1

0.065 1.32 6.0 2.33

0.065 1.7 .2, 3.60

330.88 1,883.96

Documents

6.- Bordillos-05