muro de gaviones ok-r3-may2011

8/15/2019 Muro de Gaviones Ok-R3-May2011

1/21

02.00 RESUMEN MUROS DE GAVIONES

Item escripción Und Metrado

02.01 OBRAS RE!IMINARES

02.01.01 LIMPIEZA DE TERRENO MANUAL m2 22,095.0

02.02 MOVIMIEN"O DE "IERRAS

02.02.01 EXCAVACION DE MATERIAL SUELTO C/RETROEXCAV m3 31,033.0

02.02.02 EXCAVACION DE MATERIAL SUELTO C/RETROEXCAV m3 16,711.0

02.02.03 EXCAVACION DE ROCA SUELTA C/RETROEXCAVADOR m3 11,935.0

02.02.04 CONORMACION DE LA SUPERICIE DE UNDACION m3 11,720.0

02.02.05 RELLENO CON MATERIAL PROPIO PARA ESTRUCTUR m3 31,669.0

02.02.06 RELLENO CON MATERIAL DE PRESTAMO PARA ESTR m3 3,519.0

02.02.07 ELIMINACION DE MATERIAL EXCEDENTE m3 2!,60!.0

02.0# SUMINIS"RO$INS"A!A%ION DE GAV.

02.03.01 "AVION CA#A DE 5.00 $ 1.00 $ 0.50m U%& 665.0

02.03.02 "AVION CA#A DE 5.00 $ 1.00 $ 1.00m U%& 3,772.0

02.03.03 "AVION CA#A DE 5.00 $ 1.50 $ 1.00m U%& 1,07!.0

02.03.04 "AVION CA#A UERTE DE 2.00$1.00$1.00 m U%& 305.0

02.03.05 "AVION CA#A UERTE DE 5.00$1.00$1.00 m. U%& 917.0

02 03 06 "EOTEXTIL DE ILTRO TIPO TDM "T190P 2 29 63! 4


2/21

METRADO GAVIONES

DESCRIPCION Tipo LongitudGaaviones unidad

A B C F1 F Geote!ti"

# $%# %# #%& %&

GAVION 01 I 120.00 168.00 48.00 48.00 72.00 1320 1680 3360

GAVION 02 I 92.40 129.00 37.00 37.00 55.00 1016 1290 2580

GAVION 03 I 155.00 217.00 62.00 62.00 93.00 1705 2170 4340

GAVION 04 I 200.00 280.00 80.00 80.00 120.00 2200 2800 5600GAVION 05 I 40.00 56.00 16.00 16.00 24.00 440 560 1120

GAVION 06 II - B 224.00 314.00 90.00 90.00 67.00 2464 2604 5208

GAVION 07 I 32.00 45.00 13.00 13.00 352 355 710

GAVION 08 I 43.00 60.00 17.00 17.00 473 470 940

GAVION 09 I 425.00 595.00 170.00 170.00 255.00 4675 5950 11900

GAVION 10 I 120.00 168.00 48.00 48.00 72.00 1320 1680 3360

GAVION 11 586.00 820.00 234.00 234.00 96.00 106.00 6446 7132 14264

GAVION 11 -T1 I 160.00 224.00 64.00 64.00 96.00

GAVION 11 -T2 II - B 50.00 70.00 20.00 20.00 15.00

GAVION 11 -T3 II - A 150.00 210.00 60.00 60.00 23.00

GAVION 11 -T4 II - B 226.00 316.00 90.00 90.00 68.00

GAVION 12 II - B 440.00 616.00 176.00 176.00 132.00 4840 5104 10208

GAVION 13 I 97.00 136.00 39.00 39.00 58.00 1067 1360 2720

GAVION 14 I 120.00 168.00 48.00 48.00 72.00 1320 1680 3360

TOTAL 3772.00 1078.00 1078.00 1049.00 305.00 34835 69670

35495

PARTIDAS ETAPA 1 ETAPA 2 TOTAL

02.03.01 "AVION CA#A DE 5.00 $ 1.00 $ 0.50m 558.00 520.00 1078.00

02.03.02 "AVION CA#A DE 5.00 $ 1.00 $ 1.00m 1953.00 1819.00 3772.00

02.03.03 "AVION CA#A DE 5.00 $ 1.50 $ 1.00m 558.00 520.00 1078.00

02.03.04 "AVION CA#A UERTE DE 2.00$1.00$1.00 m. 173.00 132.00 305.00

02.03.05 "AVION CA#A UERTE DE 5.00$1.00$1.00 m 447.00 470.00 917.00


3/21

METRADO GAVIONES SECCION TIPICA

DESCRIPCION Tipo LongitudGaaviones unidad

A B C F1 F Geote!ti"

GAVION 01 I 120.00 168.00 48.00 48.00 72.00 1320

GAVION 02 I 92.40 129.00 37.00 55.00 1016GAVION 03 I 155.00 217.00 62.00 93.00 1705

GAVION 04 I 200.00 280.00 80.00 120.00 2200

GAVION 05 I 40.00 56.00 16.00 16.00 24.00 440

GAVION 06 II - B 224.00 314.00 90.00 90.00 67.00 2464

GAVION 07 I 32.00 45.00 13.00 13.00 352

GAVION 08 I 43.00 60.00 17.00 17.00 473GAVION 09 I 425.00 595.00 170.00 170.00 255.00 4675

GAVION 10 I 120.00 168.00 48.00 48.00 72.00 1320 TIPO I TIPO IIGAVION 11 586.00 820.00 234.00 96.00 106.00 6446 II - A cada 20

VION 11 -T1 I 160.00 224.00 64.00 96.00 - ca a

VION 11 -T2 II - B 50.00 70.00 20.00 15.00

VION 11 -T3 II - A 150.00 210.00 60.00 23.00 DESC% L A ' CGS

VION 11 -T4 II - B 226.00 316.00 90.00 68.00 A 5 1 1 7

GAVION 12 II - B 440.00 616.00 176.00 176.00 132.00 4840 B 5 1.5 1 2

GAVION 13 I 97.00 136.00 39.00 39.00 58.00 1067 C 5 1.5 0.5 2

GAVION 14 I 120.00 168.00 48.00 48.00 72.00 1320 F1 5 1 1 3

TOTAL 3772.00 1078.00 665.00 1049.00 305.00 F2 2 1 1 3 CAD 20

10

PARTIDAS ETAPA 1 ETAPA 2 TOTAL GAVION 11

02.03.01 "AVION CA#A DE 5.00 $ 1.00 $ 0.50m 324.00 341.00 665.00 DE A L

02.03.02 "AVION CA#A DE 5.00 $ 1.00 $ 1.00m 1953.00 1819.00 3772.00 0 160 160

02.03.03 "AVION CA#A DE 5.00 $ 1.50 $ 1.00m 558.00 520.00 1078.00 160 210 50

02.03.04 "AVION CA#A UERTE DE 2.00$1.00$ 173.00 132.00 305.00 210 360 150

02.03.05 "AVION CA#A UERTE DE 5.00$1.00$ 447.00 470.00 917.00 360 586 226

A

A A

A

AAA

B

B

C

2

2

2

C

A

A A

A

AAA

B

B

C

1

1

1

C


4/21

LONGIT(D

GAVION 01 120

GAVION 02 92.4

GAVION 03 155

GAVION 04 201

GAVION 05 40

GAVION 06 224GAVION 09 425

GAVION 10 121

GAVION 11 586

GAVION 12 440

GAVION 13 97

GAVION 14 120

2621.4


5/21

PLANILLA DE MOVIMIENTO DE TIERRAS

OBRA : AMPLIACIÓN DE DEFENSAS RIBEREÑAS DE LA CIUDAD DE HUANCABAMBA

PROVINCIA : HUANCABAMBA - PIURA

ESTRUCTUR : GAVION 01

Item Descripción Und Metrado Comentario

02.01 OBRAS PRELIMIARES

02.01.01 LIMPIEZA DE TERRENO MANUAL m2 954.00

02.02 MO!IMIE"O DE "IERRAS

02.02.01 m3 1370.00 Se consie!" e# $5% e# &0% e #" e'c"("ci)n

02.02.02 m3 73&.00Se consie!" e# 35% e# &0% e #" e'c"("ci)n

02.02.03 m3 527.00 Se consie!" e# 20% e #" e'c"("ci)n

02.02.04 m2 3$0.00

02.02.05 m3 1$$$.00 Se consie!" e# 90% e# !e##eno

02.02.0$ m3 1&5.00 Se consie!" e# 10% e# !e##eno

02.02.07 ELIMINA*ION DE MATERIAL E+*EDENTE m3 9$9.00 Es #" i,e!enci" en-!e e# o#/men e Re##eno !oio e# o#/men e *o!-e

PLANILLA DE METRADOS ) MOVIMIENTO DE TIERRAS

ESTACIONAREA VOL(MEN VOL(M AC(M(LADO

COMENTARIOE*CAVACION RELLENO E*CAVACION RELLENO E*CAVACION RELLENO

0 8.319 25.285 - - - -

20 13.579 21.213 218.98 464.98 218.98 464.98

40 13.942 17.684 275.21 388.97 494.19 853.95

60 14.715 19.411 286.57 370.95 780.76 1224.90

80 32.404 8.647 471.19 280.58 1251.95 1505.48

100 35.263 8.625 676.67 172.72 1928.62 1678.20

120 35.362 8.625 7 06.25 172.50 +,#%&& 1-#1%&&

Anco !omeio ' Loni-/ -o-"#" 7.95 m L 120.00 m

E+*AA*ION DE MATERIAL SUELTO

*RETROE+*AADORA

E+*AA*ION DE MATERIAL SUELTO*RETROE+*AADORA 6AO A8UA

E+*AA*ION DE RO*A SUELTA

*RETROE+*AADORA

*ONORMA*ION DE LA SUPERI*IE DEUNDA*ION

Anco :"se e 8"(i)n ' Loni-/ -o-"#" 3.00 L 120.00 m

RELLENO *ON MATERIAL PROPIO PARA

ESTRU*TURAS

RELLENO *ON MATERIAL DE PRESTAMO PARAESTRU*TURAS


6/21









02.02.01 m3 94$.0 Se consie!" e# $5% e# &0% e #" e'c"("ci)n

02.02.02 m3 510.0 Se consie!" e# 35% e# &0% e #" e'c"("ci)n

02.02.03 m3 3$4.0 Se consie!" e# 20% e #" e'c"("ci)n

02.02.04 m2 370.0

02.02.05 m3 1237.0 Se consie!" e# 90% e# !e##eno

02.02.0$ m3 137.0 Se consie!" e# 10% e# !e##eno

02.02.07 ELIMINA*ION DE MATERIAL E+*EDENTE m3 5&3.0Es #" i,e!enci" en-!e e# o#/men e Re##eno !oio e# o#/men e *o!-e

PLAILLA DE ME"RADOS # MO!IMIE"O DE "IERRAS



0 20.93 11.938 - - - -

20 17.554 16.482 384.84 284.20 384.84 284.20

40 18.34 16.175 358.94 326.57 743.78 610.77

60 18.216 14.094 365.56 302.69 1109.34 913.46

80 23.208 14.349 414.24 284.43 1523.58 1197.89

92.40 24.58 13.976 296.29 175.62 1-&%&& 1,$.%&&

Anco !omeio ' Loni-/ -o-"#" 7;7& m L 92;40 m

E+*AA*ION DE MATERIAL SUELTO*RETROE+*AADORA


E+*AA*ION DE RO*A SUELTA*RETROE+*AADORA


Anco !omeio e 8"(i)n ' Loni-/ -o-"#" 4.00 L 92;40 m

RELLENO *ON MATERIAL PROPIO PARAESTRU*TURAS



7/21







02.01.01 LIMPIEZA DE TERRENO MANUAL m2 1370.002.02 MO!IMIE"O DE "IERRAS


02.02.02 m3 $30.0 Se consie!" e# 35% e# &0% e #" e'c"("ci)n


02.02.04 m2 $20.0

02.02.05 m3 17$9.0 Se consie!" e# 90% e# !e##eno


02.02.07 ELIMINA*ION DE MATERIAL E+*EDENTE m3 4&2.0




0 17.011 14.948 - - - -

20 15.156 16.631 321.67 315.79 321.67 315.79

40 13.423 16.311 285.79 329.42 607.46 645.21

60 15.189 16.405 286.12 327.16 893.58 972.37

80 11.516 16.656 267.05 330.61 1160.63 1302.98

100 8.581 6.428 200.97 230.84 1361.60 1533.82

120 16.465 9.005 250.46 154.33 1612.06 1688.15

140 18.489 7.504 349.54 165.09 1961.60 1853.24

155 20.164 7.562 289.90 113.00 #1%&& 1/++%&&

Anco !omeio ' Loni-/ -o-"#

" &.&4 m L 14$.00 m








Es #" i,e!enci" en-!e e# o#/men e Re##eno !oio e# o#/men e*o!-e


8/21


PROVINCIA : HUANCABAMBA - PIURAESTRUCTUR : GAVION 04

Item Descripción Und etra o Comentario02.01 OBRAS PRELIMIARES

02.01.01 LIMPIEZA DE TERRENO MANUAL m2 1$14.0


02.02.01 m3 135$.0Se consie!" e# $5% e# &0% e #" e'c"("ci)n



02.02.04 m2 $03.0


02.02.0$ m3 21$.0 Se consie!" e# 10% e# !e##eno

02.02.07 ELIMINA*ION DE MATERIAL E+*EDENTE m3 $$5.0 Es #" i,e!enci" en-!e e# o#/men e Re##eno !oio e# o#/men e *o!-e




0 24.988 6.496 - - - -

20 15.052 10.716 400.40 172.12 400.40 172.12

40 14.529 8.897 295.81 196.13 696.21 368.25

60 10.288 10.476 248.17 193.73 944.38 561.98

80 10.804 10.814 210.92 212.90 1155.30 774.88

100 14.618 9.884 254.22 206.98 1409.52 981.86

120 11.454 12.226 260.72 221.10 1670.24 1202.96

140 10.653 12.004 221.07 242.30 1891.31 1445.26

160 13.440 12.519 240.93 245.23 2132.24 1690.49

180 9.625 14.196 230.65 267.15 2362.89 1957.64

200 13.387 5.312 230.12 195.08 2593.01 2152.72

201 16.090 6.275 14.74 5.79 +&-%&& 1#/%&&200 Oj Aj!"#ad a $%& &a'(%)"

nc o !ome o ' on -/ -o-"" &.03 m L 201.00 m









9/21







02.01.01 LIMPIEZA DE TERRENO MANUAL m2 320.002.02 MO!IMIE"O DE "IERRAS

02.02.01 m3 $05.0 Se consie!" e# $5% e# &0% e #" e'c"("ci)n

02.02.02 m3 32$.0Se consie!" e# 35% e# &0% e #" e'c"("ci)n


02.02.04 m2 120.0

02.02.05 m3 3$&.0 Se consie!" e# 90% e# !e##eno


02.02.07 ELIMINA*ION DE MATERIAL E+*EDENTE m3 79$.0 Es #" i,e!enci" en-!e e# o#/men e Re##eno !oio e# o#/men e *o!-e




0 31.913 10.125 - - - -

20 27.800 10.330 597.13 204.55 597.13 204.55

40 28.853 10.144 566.53 204.74 11+.%&& .&/%&&

Anco !omeio ' Loni-/ -o-"#" &.00 m L 40.00 m









10/21


OBRA :AMPLIACIÓN DE DEFENSAS RIBEREÑAS DE LA CIUDAD DE HUANCABAMBA

PROVIN : HUANCABAMBA - PIURA

ESTRUC:GAVION 06







11/21







02.01.01 LIMPIEZA DE TERRENO MANUAL m2 2&1.0





02.02.04 m2 95.0

02.02.05 m3 33$.0 Se consie!" e# 90% e# !e##eno


02.02.07 ELIMINA*ION DE MATERIAL E+*EDENTE m3 224.0 Es #" i,e!enci" en-!e e# o#/men e Re##eno !oio e# o#/men e *o!-e




0 16.307 11.658 - - - -10 20.465 11.658 183.86 116.58 183.86 116.58

20 13.219 11.658 168.42 116.58 352.28 233.1630 19.832 11.658 165.26 116.58 517.54 349.74

32 22.561 11.658 42.39 23.32 #+&%&& ,$,%&&






Anco !omeio e 8"(i)n ' Loni-/ -o-"#" 2.9& L 32.00 m




12/21




ESTRUCTUR : GAVION 0!





02.02.01 m3 44$.0 Se consie!" e# $5% e# &0% e #" e'c"("ci)n

02.02.02 m3 240.0Se consie!" e# 35% e# &0% e #" e'c"("ci)n


02.02.04 m2 12&.0



02.02.07 ELIMINA*ION DE MATERIAL E+*EDENTE m3 402.0Es #" i,e!enci" en-!e e# o#/men e Re##eno !oio e# o#/men e *o!-e




0 16.538 12.562 - - - -10 24.546 11.657 205.42 121.10 205.42 121.1020 26.131 11.658 253.39 116.58 458.81 237.6730 14.341 11.658 202.36 116.58 661.17 354.2540 15.824 11.658 150.83 116.58 811.99 470.8343 13.932 11.658 44.63 34.97 -#$%&& #&+%&&






Anco !omeio e 8"(i)n ' Loni-/ -o-"#" 2.9& L 43.00 m




13/21

OBRA : AMPLIACIÓN DE DEFENSAS RIBEREÑAS DE LA CIUDAD DE HUANCABAMBAPROVINCIA : HUANCABAMBA - PIURA

GAVION 0"Item Descripción Und Metrado Comentario02.01 OBRAS PRELIMIARES




02.02.02 m3 3$15.0 Se consie!" e# 35% e# &0% e #" e'c"("ci)n

02.02.03 E+*AA*ION DE RO*A SUELTA *RETROE+*AADORA m3 25&2.0 Se consie!" e# 20% e #" e'c"("ci)n

02.02.04 *ONORMA*ION DE LA SUPERI*IE DE UNDA*ION m2 1700.0

02.02.05 RELLENO *ON MATERIAL PROPIO PARA ESTRU*TURAS m3 3507.0 Se consie!" e# 90% e# !e##eno


02.02.07 ELIMINA*ION DE MATERIAL E+*EDENTE m3 9405.0 Es #" i,e!enci" en-!e e# o#/men e Re##eno !oio e# o#/men e




0 28.179 9.557 - - - -. . . . . .. . . . . .

60 30.589 8.625 577.90 175.64 1870.90 546.90. . . . . .. . . . . .. . . . . .

140 43.527 8.625 804.65 172.50 4794.00 1236.90. . . . . .. . . . . .

200 36.328 8.625 757.81 172.50 7288.71 1754.40. . . . . .. . . . . .

260 25.892 9.538 560.36 181.63 9200.99 2281.03. . . . . .

300 19.019 10.740 411.09 213.97 10091.90 2696.95. . . . . .

340 17.019 10.206 354.80 209.41 10821.50 3121.11

360 20.275 9.674 372.94 198.80 11194.44 3319.91380 26.593 8.625 468.68 182.99 11663.12 3502.90400 29.318 8.625 559.11 172.50 12222.23 3675.40

420 26.406 8.955 557.24 175.80 12779.47 3851.20

425 26.583 9.431 132.47 45.97 1/1%&& ,-/$%&&

nc o !ome o ' on-/ -o-"" &.71 m L 425.00 m

E+*AA*ION DE MATERIAL SUELTO*RETROE+*AADORAE+*AA*ION DE MATERIAL SUELTO*RETROE+*AADORA 6AO A8UA

nc o "se e "( n ' on -/ -o-"" 4.00 L 14$.00 m



14/21











02.02.03 m3 23&.0 Se consie!" e# 20% e #" e'c"("ci)n

02.02.04 m2 4&4.0

02.02.05 m3 17&$.0 Se consie!" e# 90% e# !e##eno

02.02.0$ m3 19&.0 Se consie!" e# 10% e# !e##eno





0 14.210 6.500 - - - -20 6.544 17.839 207.54 243.39 207.54 243.39

40 8.882 17.036 154.26 348.75 361.80 592.14. . . . . .

80 9.880 18.187 187.67 344.29 727.16 1269.21100 12.112 18.022 219.92 362.09 947.08 1631.30120 11.023 15.702 231.35 337.24 1178.43 1968.54

. . . . % %

Anco !omeio ' Loni-/ -o-"#" 7.91 m L 121.00 m









15/21


OBRA :AMPLIACIÓN DE DEFENSAS RIBEREÑAS DE LA CIUDAD DE HUANCABAMBA

PROVINCIA: HUANCABAMBA - PIURA

ESTRUCTU :GAVION 11



02.01.01 LIMPIEZA DE TERRENO MANUAL m2 4$&&.0


Anco !omeio ' Loni-/-o-"#

" &.00 m L 224.00 m


16/21


17/21

PLAILLA DE ME"RADOS # MO!IMIE"O DE "IERRAS # $A!IO 12

ESTACIONAREA Sin Gavi0n Caa AREA Caa Fue2te AREA Gavi0n VOL(MEN ) SGC VOL

E*CAVACION RELLENO E*CAVACION RELLENO E*CAVACION RELLENO E*CAVACION RELLENO E*CAVACI

0 18.765 10.765 1.904 1.063 2.000 14.62 8.70 - - - . . . . . . . . . .

20 11.325 11.404 4.242 1.063 2.000 7.76 9.34 97.60 89.22 7.20 . . . . . . . . . .. . . . . . . . . .

50 12.883 9.625 4.776 1.063 2.000 8.83 7.56 102.55 83.80 9.91

60 27.969 9.625 5.720 1.063 2.000 22.96 7.56 163.41 77.00 10.50

70 38.088 9.625 6.891 1.063 2.000 32.05 7.56 264.23 77.00 12.61

80 29.869 9.625 5.138 1.063 2.000 25.26 7.56 271.83 77.00 12.03

90 23.284 9.625 4.898 1.063 2.000 19.11 7.56 212.61 77.00 10.04

100 19.249 9.625 5.745 1.063 2.000 12.96 7.56 170.13 77.00 10.64

110 18.167 9.625 5.964 1.063 2.000 12.92 7.56 149.66 77.00 11.71

120 16.374 9.701 5.666 1.063 2.000 11.53 7.64 138.16 77.30 11.63

130 16.911 9.625 7.166 1.063 2.000 10.88 7.56 133.14 77.30 12.83 140 17.605 9.625 8.415 1.063 2.000 10.69 7.56 138.06 77.00 15.58

150 18.040 16.906 8.325 1.063 2.000 11.14 14.84 142.58 106.12 16.74

160 17.361 16.793 7.223 1.063 2.000 11.19 14.73 141.60 134.80 15.55

. . . . . . . . . .180 16.765 11.849 6.618 1.063 2.000 11.22 9.79 136.07 114.31 14.46

190 20.549 11.762 5.980 1.063 2.000 15.46 9.70 149.26 94.44 12.60

200 19.892 11.477 7.473 1.063 2.000 13.67 9.41 161.76 92.96 13.45

210 19.868 11.406 7.789 1.063 2.000 13.40 9.34 159.04 91.53 15.26

220 19.879 11.193 7.209 1.063 2.000 13.82 9.13 158.99 90.40 15.00

230 21.835 9.789 7.164 1.063 2.000 15.89 7.73 166.86 83.93 14.37

240 23.357 9.638 7.255 1.063 2.000 17.20 7.58 180.77 77.71 14.42 . . . . . . . . . .. . . . . . . . . .

270 23.495 9.623 5.616 1.063 2.000 17.95 7.56 193.29 76.99 11.58 . . . . . . . . . .

290 16.347 14.083 7.303 1.063 2.000 10.29 12.02 140.41 97.00 14.39 300 15.673 15.087 6.939 1.063 2.000 9.92 13.02 128.08 116.68 14.24

340 19.245 10.985 5.744 1.063 2.000 17.34 8.92 122.84 89.12 10.74

350 24.492 11.258 7.963 1.063 2.000 17.60 9.20 174.95 88.97 13.71 360 25.888 11.435 9.604 1.063 2.000 17.40 9.37 201.52 90.77 17.57

370 25.600 11.438 9.370 1.063 2.000 17.32 9.38 205.95 91.49 18.97 . . . . . . . . . .

390 16.815 11.260 6.527 1.063 2.000 11.43 9.20 153.88 89.89 13.17

400 15.580 10.862 6.917 1.063 2.000 9.87 8.80 129.58 88.49 13.44

410 16.070 10.080 7.228 1.063 2.000 10.10 8.02 126.60 83.77 14.15

420 18.500 9.683 7.341 1.063 2.000 12.42 7.62 138.28 79.05 14.57

430 19.758 9.625 7.857 1.063 2.000 13.214 7.56 153.03 77.23 15.20

440 19.740 9.625 8.211 1.063 2.000 12.900 7.56 157.99 77.00 16.07

VOL(MEN PARCIAL 6764.02 3930.89 571.35

TOTAL VOL(MEN DE E*CAVACION

TOTAL VOL(MEN DE RELLENO

LONGIT(DGAVION

CA3A


18/21


19/21

) GAVION

RELLENO

-17.54

.

.18.57

16.82

15.12

15.12

15.12

15.12

15.12

15.12

15.20

15.20

15.12

22.41

29.5729.40

24.45

19.4919.11

18.76

18.47

16.86

15.30.

15.12

15.1215.66

20.1225.04

18.15

18.12

18.57

18.75

18.5218.35

18.00

16.82

15.64

15.18

15.12

803.89

-##%&&

.--%&&


20/21







02.01.01 LIMPIEZA DE TERRENO MANUAL m2 &57.0


02.02.01 m3 1001.0Se consie!" e# $5% e# &0% e #" e'c"("ci)n

02.02.02 m3 539.0Se consie!" e# 35% e# &0% e #" e'c"("ci)n

02.02.03 m3 3&5.0 Se consie!" e# 20% e #" e'c"("ci)n

02.02.04 m2 17$0.0







0 29.852 8.625 - - - -. . . . . .. . . . . .. . . . . .

80 23.883 14.597 416.67 291.76 1495.79 1118.44. . . . % %

Anco !omeio ' Loni-/ -o-"#" &.&4 m L 97.00 m









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02.02.02 m3 $&9.00 Se consie!" e# 35% e# &0% e #" e'c"("ci)n


02.02.04 m2 4&0.00

02.02.05 m3 197$ Se consie!" e# 90% e# !e##eno

02.02.0$ m3 220 Se consie!" e# 10% e# !e##eno

02.02.07 ELIMINA*ION DE MATERIAL E+*EDENTE m3 4&4.00 Es #" i,e!enci" en-!e e# o#/men e Re##eno !oio e# o#/men e *o!-e




0 22.725 21.160 - - - -

20 19.414 18.392 421.39 395.52 421.39 395.5240 21.309 18.290 407.23 366.82 828.62 762.34

60 20.833 23.707 421.42 419.97 1250.04 1182.31. . . . . .. . . . . .. . . . % %

Anco !omeio ' Loni-/ -o-"#" 7.&7 m L 120.00 m








muro de gaviones ok-r3-may2011

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