METRADO ALCANTARILLAS trebol

7/23/2019 METRADO ALCANTARILLAS trebol

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CONSORCIO TREBOL

OBRAS DE ARTEESTUDIO DEFINITIVO PARA LA CULMINACION DE LA AUTOPISTA PIMENTEL - CHICLAYO

TRAMO KM 6+967.37 - KM 9+940

CONSOLIDADO DE ALCANTARILLAS

N PARTIDAS

TIPO MARCO CABEZALES

ALC. 1 ALC. 2 ALC. 3 ALC.1 ALC. 2 A

601.C EXCAVACIN MANUAL PARA ESTRUCTURAS 392.12 63.47 353.57 44.84 9.29

605.A RELLENO PARA ESTRUCTURA 117.34 58.25 117.86 4.70 1.09

610.C CONCRETO CLASE C (f ! 280 "#$%2& 132.28 47.42 124.91

610.' CONCRETO CLASE ' (f ! 210 "#$%2& 6.27 2.11

610. CONCRETO CLASE (f ! 100 "#$%2& 22.34 8.24 16.26

612.A ENCO)RA'O * 'ESENCO)RA'O 563.52 339.88 464.43 26.45 6.03

615.A ACERO f+ ! 4200",#$%2 15086.73 5069.67 11909.09 309.48 95.65


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MATERIAL A ELIMINAR

6+967.37 8+000 509.72

8+000 9+000 366.44


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CONSORCIO TREBOL

HOJA DE METRADOS DE ALCANTARILLAS

OBRA ESTU'IO 'E)INITIVO PARA LA CULMINACION 'E LA AUTOPISTA PIMENTEL - CICLA*O

TRAMO: TRAMO 6967.37 AL 9940

FECHA /-11

METRADO DE ALCANTARILLA 1 (PROG. KM 7 + 057.57)

EXCAVACION Y RELLENO

7 057.57 392.12 117.34 392.12TOTAL !".1" 117.# !".1"

V CONCRETO F$C % "&0 KG'CM"

N L A H VOL.

() () () ()

LOSA SUPERIOR 1 79.50 2.61 0.23 47.72LOSA IN)ERIOR 1 79.50 2.61 0.23 47.72

PARE'ES 2 79.50 0.23 1.00 36.57SAR'INEL 2 2.61 0.25 0.20 0.26

TOTAL 1"."&

V CONCRETO F$C % 100 KG'CM"

N L A H AREA

() () () ()

SOLA'O 1 79.50 2.81 0.10 22.34TOTAL "".#

ENCOFRADO Y DESENCOFRADO

N L A H AREA (")

() () ()

PARE'ES. INTERIOR 2 79.50 1.12 178.08

LOSA SUPERIOR 1 79.50 1.85 147.08PARE'ES EXTERIOR 2 79.50 1.46 232.14TAPAS 4 1.46 0.23 1.34

4 2.15 0.23 1.98SAR'INEL 2 2.55 0.17 0.87

2 2.55 0.40 2.04TOTAL 5.5"

ACERO

TIPO E*ES CANT. PIE,AS LARGO DIAMETRO PESO - ML PARCIAL TOTAL

LOSA SUPERIOR POSITIVO 1 530 2.91 1$2 0.99 2.88 1527.841 9 85.09 1$2 0.99 84.24 789.07

NEATIVO 1 468 3.01 5$8 1.55 4.67 2183.731 14 85.09 1$2 0.99 84.24 1141.48

LOSA IN)ERIOR POSITIVO 1 530 2.91 1$2 0.99 2.88 1527.841 9 85.09 1$2 0.99 84.24 760.99

NEATIVO 1 530 2.91 1$2 0.99 2.88 1527.841 9 85.09 1$2 0.99 84.24 760.99

VIA 2 5 3.01 5$8 1.55 4.67 46.66PARE'ES

1 2 529 1.76 1$2 0.99 1.74 1844.622 2 265 1.76 1$2 0.99 1.74 922.313 2 5 85.09 1$2 0.99 84.24 763.804 2 5 85.09 1$2 0.99 84.24 763.80

ESTRIOS

VIA 2 14 1.36 3$8 0.56 0.76 21.85ESUINAS 4 265 0.85 3$8 0.56 0.48 503.93

SU TOTAL 160 VAR. 5$8 2230.38SU TOTAL 1384 VAR. 1$2 12330.57SU TOTAL 104 VAR. 3$8 525.77

TOTAL ACERO TOTAL KG 150&.7

LONGIT/D DE DE EMPALMES TRASLAPADOS

DIAMETRO N EMPALMES

1$2 79.4 9 9 0.6 5.29

PROGRESIVAKM

. .VOL. RELL.

MATERIAL A

ELIMINAR

LARGOML

LONG. VARILLAML

LONG. EMPALME#5

LONG. TOTALML


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CONSORCIO TREBOL




FECHA /-11

METRADO DE CABE,AL ALCANTARILLA 1 2 KM 7 + 057.57


7 057.57 44.84 4.70 44.84TOTAL ##. #.70 ##.

V CONCRETO F$C % "10 KG'CM"

N L A E V

() () () ()

ALA 'E CAEAL 4 1.20 2.00 0.250 2.40LOSA 2 AREA :CA' 10.40 0.300 3.12

U A 2 6.25 0.30 0.200 0.75TOTAL ."7


N L A H AREA (")

() () ()

ALA 'E CAEAL 8 1.20 2.00 19.204 1.00 0.25 1.00

U;A 4 1.62 0.50 3.252 3.00 0.50 3.00

TOTAL ".#5

ACERO


ALA 'E CAEAL CARA EXT. 4 1 16.65 3$8 0.56 9.32 37.284 1 16.89 3$8 0.56 9.46 37.83

CARA INT. 4 1 13.74 3$8 0.56 7.69 30.784 1 13.57 3$8 0.56 7.60 30.39

LOSA POSITIVO 2 11 2.83 3$8 0.56 1.58 34.854 1 10.21 3$8 0.56 5.72 22.872 1 18.13 3$8 0.56 10.15 20.302 1 24.67 3$8 0.56 13.82 27.63

NEATIVO 2 11 2.45 3$8 0.56 1.37 30.234 1 8.34 3$8 0.56 4.67 18.672 1 16.63 3$8 0.56 9.31 18.622 1 24.67 3$8 0.56 13.82 27.63

SU TOTAL 61 VAR. 3$8 309.48TOTAL ACERO TOTAL KG 0!.#&

PROGRESIVAKM

. . . .A ELIMINAR


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CONSORCIO TREBOL




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FECHA /-11

METRADO DE ALCANTARILLA " (PROG. KM 7 + #17.1!)


7 417.19 63.47 58.25 63.47TOTAL .#7 5&."5 .#7


N L A E VOL.

() () () ()

LOSA SUPERIOR 1 60.60 1.16 0.180 12.65LOSA IN)ERIOR 1 60.60 1.16 0.180 12.65PARE'ES 2 60.60 1.00 0.180 21.82SAR'INEL 1 1.16 0.25 0.300 0.09EMPALME TU. EXIST. 1 1.00 1.16 0.180 0.21

1 1.00 1.16 0.200 0.231 1.19 1.16 0.150 0.212 0.70 1.19 0.180 0.30

TOTAL #7.#"


N L A E AREA

() () () (")

SOLA'O 1 60.60 1.36 0.10 8.24

1 0.85 1.36 0.10 0.12TOTAL &.


N L A H AREA

() () () (")

PAR. INTERIOR 2 60.60 1.08 130.90LOSA SUPERIOR 1 60.60 0.60 36.36PARE'ES EXTERIORES 2 60.60 1.36 164.83TAPAS 4 1.16 0.18 0.84

4 1.00 0.18 0.72SAR'INEL 1 1.16 0.30 0.35

1 1.16 0.48 0.56EMPALME TU. EXIST. 1 1.00 1.16 1.16

1 4.32 0.18 0.781 3.16 0.20 0.632 0.70 1.19 1.671 1.16 1.19 1.10

TOTAL !.&&

ACERO



NEATIVO 1 505 1.36 3$8 0.56 0.76 384.731 8 63.73 3$8 0.56 35.69 287.87

LOSA IN)ERIOR POSITIVO 1 505 1.36 3$8 0.56 0.76 384.73

1 8 60.70 3$8 0.56 33.99 274.20NEATIVO 1 304 1.36 3$8 0.56 0.76 231.151 8 60.70 3$8 0.56 33.99 274.20

VIA 1 5 1.58 1$2 0.99 1.56 7.82

PROGRESIVAKM

. . . .A ELIMINAR


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CONSORCIO TREBOL




FECHA /-11

PARE'ES 4 304 1.66 3$8 0.56 0.93 1128.534 7 63.73 3$8 0.56 35.69 1042.03

ACERO


ESTRIOS ESUINA 4 152 0.71 3$8 0.56 0.40 242.14

VIA 1 7 1.44 3$8 0.56 0.81 5.89

EMPLAME TU. EXIST TAPA 1 6 0.90 3$8 0.56 0.50 3.18

1 6 1.06 3$8 0.56 0.59 3.26

1 12 0.90 1$2 0.99 0.89 10.341 10 1.06 1$2 0.99 1.05 10.49

LOSA 2 8 1.10 3$8 0.56 0.62 9.94

2 6 1.26 3$8 0.56 0.71 7.76

PARE' LAT. 4 5 1.39 3$8 0.56 0.78 15.57

4 8 0.85 3$8 0.56 0.48 15.74

PARE' )RON. 2 8 1.39 3$8 0.56 0.78 12.56

2 10 1.26 3$8 0.56 0.71 13.55

SU TOTAL 3 VAR. 1$2 28.65SU TOTAL 1000 VAR. 3$8 5041.02

TOTAL ACERO TOTAL KG 50!.7


DIAMETRO N EMPALMES

3$8 60.5 9 7 0.45 3.031$2 79.4 9 9 1.6 14.12

LARGOML

LONG.VARILLA ML

LONG. EMPALME#5

LONG. TOTALML


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CONSORCIO TREBOL




FECHA /-11

METRADO DE CABE,AL ALCANTARILLA " 2 KM 7 + #17.1!


7 057.57 9.29 1.09 9.29TOTAL !."! 1.0! !."!


N L A E V

() () () ()

ALA 'E CAEAL 2 0.99 1.50 0.250 0.74LOSA 1 AREA CA' 3.25 0.300 0.98U;A 1 3.89 0.25 0.400 0.39

TOTAL ".11


N L A H AREA (")

() () ()

ALAL 'E CAEAL 2 0.99 1.50 2.972 1.50 0.50 1.50

U A 1 3.89 0.40 1.56TOTAL .0

ACERO


ALA 'E CAEAL CARA EXT 2 1 11.70 3$8 0.56 6.55 13.102 1 11.00 3$8 0.56 6.16 12.31

CARA INT. 2 1 2.96 3$8 0.56 1.66 3.322 1 9.11 3$8 0.56 5.10 10.21

LOSA POSITIVO 1 5 1.91 3$8 0.56 1.07 5.351 2 2.19 3$8 0.56 1.22 2.451 2 1.90 3$8 0.56 1.07 2.131 2 1.40 3$8 0.56 0.78 1.561 2 0.89 3$8 0.56 0.50 0.99

1 1 16.52 3$8 0.56 9.25 9.25NEATIVO 1 5 1.62 3$8 0.56 0.91 4.531 2 1.90 3$8 0.56 1.06 2.121 2 1.60 3$8 0.56 0.89 1.791 2 1.09 3$8 0.56 0.61 1.221 2 0.58 3$8 0.56 0.33 0.651 1 15.86 3$8 0.56 8.88 8.88

U;A 1 2 4.20 3$8 0.56 2.35 4.711 2 3.98 3$8 0.56 2.23 4.461 16 0.75 3$8 0.56 0.42 6.61

SU TOTAL 19 VAR. 3$8 95.65TOTAL ACERO TOTAL KG !5.5

PROGRESIVAKM

. . . .A ELIMINAR


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CONSORCIO TREBOL




FECHA /-11

METRADO DE ALCANTARILLA 2 KM & + 55!."


8 559.23 353.57 117.86 353.57TOTAL 5.57 117.& 5.57


N L A E VOL

() () () ()

LOSA SUPERIOR 1 50.80 3.00 0.250 38.10

LOSA IN)ERIOR 1 50.80 3.00 0.250 38.10PARE'ES 2 50.80 1.90 0.250 48.26SAR'INEL 2 3.00 0.30 0.250 0.45

TOTAL 1"#.!1


N L A E AREA

() () () ()

SOLA'O 1 50.80 3.20 0.10 16.26


N L A H AREA (")

() () ()

PAR. INTERIOR 2 50.80 1.52 154.43

LOSA SUPERIOR 1 50.80 2.20 111.76PARE'ES EXTERIO 2 50.80 1.90 193.04TAPAS 4 3.00 0.25 3.00

4 1.40 0.25 1.40SAR'INEL 1 3.20 0.25 0.80

TOTAL ##.#

ACERO



NEATIVO 1 339 3.40 5$8 1.55 5.27 1786.531 16 54.48 1$2 0.99 53.94 836.00

LOSA IN)ERIOR POSITIVO 1 391 3.30 1$2 0.99 3.27 1277.401 11 51.10 1$2 0.99 50.59 539.62

NEATIVO 1 339 3.30 1$2 0.99 3.27 1107.511 11 51.10 1$2 0.99 50.59 539.62

VIA 2 5 2.50 5$8 1.55 3.88 38.75PARE'ES

1 2 339 2.20 1$2 0.99 2.18 1476.682 2 7 51.10 1$2 0.99 50.59 741.973 2 170 2.20 1$2 0.99 2.18 740.524 2 7 51.10 1$2 0.99 50.59 741.97

ESTRIOS ESUINAS 4 170 0.98 3$8 0.56 0.55 373.18VIA 2 16 1.48 3$8 0.56 0.83 26.52

SU TOTAL 131 VAR. 5$8 1825.28SU TOTAL 1087 VAR. 1$2 9684.11SU TOTAL 79 VAR. 3$8 399.71

TOTAL ACERO TOTAL KG 11!0!.0!


DIAMETRO N EMPALMES

PROGRESIVAKM

. . . .A ELIMINAR

LARGOML

LONG.VARILLA ML

LONG. EMPALME#5

LONG. TOTALML


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1$2 50.7 9 6 0.6 3.38


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CONSORCIO TREBOL




FECHA /-11

METRADO DE CABE,AL ALCANTARILLA 2 KM & + 55!."


8555 12.87 7.93 12.87TOTAL 1".&7 7.! 1".&7


N L A E V

() () () ()

ALA 'E CAEAL 4 1.65 2.00 0.250 3.30

LOSA 2 AREA :CA' 11.25 0.350 7.88U A 2 6.70 0.30 0.250 1.01

TOTAL 1".1&


N L A H AREA (")

() () ()

ALA 'E CAEAL 8 1.65 2.00 26.404 1.40 0.25 1.40

U;A 4 1.85 0.60 4.442 3.00 0.60 3.60

TOTAL 5.

ACERO


ALA 'E CAEAL CARA EXT. 4 1 15.44 1$2 0.99 15.29 61.164 1 28.74 1$2 0.99 28.45 113.81

CARA INT. 4 1 15.44 1$2 0.99 15.29 61.164 1 22.71 1$2 0.99 22.48 89.93

LOSA POSITIVO 2 11 3.18 1$2 0.99 3.14 69.152 2 8.36 1$2 0.99 8.27 33.102 1 26.13 1$2 0.99 25.87 51.732 1 16.30 1$2 0.99 16.13 32.26

NEATIVO 2 11 2.70 1$2 0.99 2.67 58.812 2 6.46 1$2 0.99 6.39 25.572 1 40.05 1$2 0.99 39.65 79.30

SU TOTAL 76 VAR. 1$2 675.98TOTAL ACERO TOTAL KG 75.!&

A ELIMINAR

METRADO ALCANTARILLAS trebol

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