metrado real -meta.victor

8/17/2019 Metrado Real -Meta.victor

1/892

ESUMEN DE MET ADOS DEL NUEVO EXPEDIENTE

Item Descripcion Unidad TOTAL

P OYECTO: IMPLEMENTACION DEL INSTITUTO EGIONAL DE ENFE MEDADES NEOPLASICAS DE LA

MAC O EGION DEL CENT O DEL PE U

02 ESTRUCTURAS

02.01 MOVIMIENTO DE TIERRAS

02.01.01 EXCAVACION MASIVA C/ MAQUINARIA m3 80,025.57

02.01.02 EXACAVACION DE ZANJAS Y ZAPATAS m3 1,11.32

02.01.03 RE!!ENO COMPACTADO C/EQUIPO MAT/PROPIO m3 13,808.1

02.01.0 NIVE!ACION INTERIOR Y APISONADO C/MATERIA! DE PRESTAMO "A#IRMADO$ m2 8,18%.7%

02.01.05 E!IMININACION DE MATERIA! EXCEDENTE C/MAQUINARIA m3 7%,02%.%2

02.02 ORAS DE CONCRETO SIM!LE

02.02.01 SU CIMIENTOS " SOLADOS

02.02.01.01 SU&CIMIENTO / SU&ZAPATA, MEZC!A 1'12(30)P* m3 7%.18

02.02.01.02 SO!ADO DE CONCRETO E+ MEZC!A C'- 1'1O +100 /m2 m2 3,3%%.1

02.02.02 CIMIENTOS

02.02.02.01 CIMIENTO CORRIDOS 1'10 ( 30) P.* m3 8.%7

02.02.0# SORECIMIENTOS

02.02.03.01 SO&RECIMIENTO CONCRETO C'- 1'8 (25) P.M m3 7.55

02.02.03.02 SO&RECIMIENTO ENCO#RADO Y DESENCO#RADO m2 878.10

02.02.0$ %ALSO !ISO

02.02.0.01 #A!SO PISO C'- 1'8 E + 10 m m2 2,507.8

02.0# ORAS DE CONCRETO ARMADO

02.0#.01 &A!ATAS

02.03.01.01 CONCRETO EN ZAPATAS #4C + 280 */CM2 m3 32.0

02.03.01.02 ZAPATAS ACERO DE RE#UERZO #6+200 /m2 13,53%.71

02.0#.02 VI'AS DE CIMENTACION

02.03.02.01 VI*AS DE CIMENTACION CONCRETO #4C + 280 */CM2 m3 RE#

02.03.02.02 VI*AS DE CIMENTACION ENCO#RADO Y DESENCO#RADO m2

02.03.02.03 VI*AS DE CIMENTACION ACERO DE RE#UERZO #6+200 /m2

02.0#.0# COLUMNAS

02.03.03.01 CO!UMNAS CONCRETO #4C + 280 */CM2 m3 23.502.03.03.03 CO!UMNAS ENCO#RADO Y DESENCO#RADO m2 ,02%.11

02.03.03.05 CO!UMNAS 9 ACERO DE RE#UERZO #6+200 /m2 108,805.88

02.0#.0$ !LACAS


2/892


3/892





02.03.08.02 !OSAS A!I*ERADA ENCO#RADO Y DESENCO#RADO m2 1,330.81

02.03.08.03 !OSA A!I*ERADA ACERO DE RE#UERZO #6+200 /m2 %,305.5

02.03.08.0 !OSA A!I*ERADA !ADRI!!O -UECO 15 : 30 : 30 m. ;


4/892





COERTURA METALICA

TIJERA! V901 "&RIDAS TC 75:75:.5mm$ - + 0.5 m m %02.1

TIJERA! V902 "&RIDAS TC 75:75:.5mm$ - + 0.5 m m 2.85

TIJERA! VA "TC 75:75::3mm$ - + 0.5 m m 572.71



ARRIOSTRE DE VI*UETAS TC 50:50:3mm m 1,78.87

TENSOR B5/8 m 877.81

CO&ERTURA CON !AMINA CA!AMINON T! m2 7,222.2%

CO!UMNAS META!ICAS CM DE ::.5mm m 15.52

CORREA C10:3:.5 m ,13%.7

CORREA C.:3:.5 m 53.2

SE*MENTOS DE APOYO C:2:3mm ;


5/892


P OYECTO: IMPLEMENTACION DEL INSTITUTO EGIONAL DE ENFE MEDADES NEOPLASICAS DE LA MAC O E

Item Descripcion Unidad REALMETA ENTRE'ADO

02 ESTRUCTURAS


02.01.01 EXCAVACION MASIVA C/ MAQUINARIA m3 80,025.57 78,87.13

02.01.02 EXACAVACION DE ZANJAS Y ZAPATAS m3 1,11.32 1,11.32

02.01.03 RE!!ENO COMPACTADO C/EQUIPO MAT/PROPIO m3 13,808.1 12,%.70

02.01.0 NIVE!ACION INTERIOR Y APISONADO C/MATERIA! DE PRESTAMO "A#IRMADO$ m2 8,18%.7% 8,18%.7%

02.01.05 E!IMININACION DE MATERIA! EXCEDENTE C/MAQUINARIA m3 7%,02%.%2 78,87.7


02.02.01 SU CIMIENTOS " SOLADOS

02.02.01.01 SU&CIMIENTO / SU&ZAPATA, MEZC!A 1'12(30)P* m3 7%.18 7%.18

02.02.01.02 SO!ADO DE CONCRETO E+ MEZC!A C'- 1'1O +100 /m2 m2 3,3%%.1 3,3%%.1

02.02.02 CIMIENTOS

02.02.02.01 CIMIENTO CORRIDOS 1'10 ( 30) P.* m3 8.%7 33.8%

02.02.0# SORECIMIENTOS

02.02.03.01 SO&RECIMIENTO CONCRETO C'- 1'8 (25) P.M m3 7.55 5.58

02.02.03.02 SO&RECIMIENTO ENCO#RADO Y DESENCO#RADO m2 878.10 852.52

02.02.0$ %ALSO !ISO

02.02.0.01 #A!SO PISO C'- 1'8 E + 10 m m2 2,507.8 2,507.8


02.0#.01 &A!ATAS

02.03.01.01 CONCRETO EN ZAPATAS #4C + 280 */CM2 m3 32.0 313.82

02.03.01.02 ZAPATAS ACERO DE RE#UERZO #6+200 /m2 13,53%.71 15,2.8%

02.0#.02 VI'AS DE CIMENTACION

02.03.02.01 VI*AS DE CIMENTACION CONCRETO #4C + 280 */CM2 m3 152.72 153.%0

02.03.02.02 VI*AS DE CIMENTACION ENCO#RADO Y DESENCO#RADO m2 872.8 87%.

02.03.02.03 VI*AS DE CIMENTACION ACERO DE RE#UERZO #6+200 /m2 1,835.% 15,5.%0

02.0#.0# COLUMNAS

02.03.03.01 CO!UMNAS CONCRETO #4C + 280 */CM2 m3 .0 23.502.03.03.03 CO!UMNAS ENCO#RADO Y DESENCO#RADO m2 ,0.20 ,02%.11

02.03.03.05 CO!UMNAS 9 ACERO DE RE#UERZO #6+200 /m2 120,070.1 108,805.88

02.0#.0$ !LACAS


6/892


P OYECTO: IMPLEMENTACION DEL INSTITUTO EGIONAL DE ENFE MEDADES NEOPLASICAS DE LA MAC O E

Item Descripcion Unidad REALMETA ENTRE'ADO

02.0#.0+ LOSAS ALI'ERADAS EN UN SENTIDO

02.03.08.01 !OSA A!I*ERADA CONCRETO 10.77

02.03.08.02 !OSA A!I*ERADA ENCO#RADO %72.12

02.03.08.03 !OSA A!I*ERADA ACERO DE RE#UERZO #6+200 /m2 7,033.71 %,305.5

02.03.08.0 !ADRI!!O 8,23.05

02.0#.0, LOSAS ALI'ERADAS EN DOS SENTIDOS

02.03.0%.01 !OSA A!I*ERADA CONCRETO 1,811.3802.03.0%.02 !OSA A!I*ERADA ENCO#RADO 13,18.15

02.03.0%.03 !OSA A!I*ERADA ACERO DE RE#UERZO #6+200 /m2 230,%07.37 270,003.

02.03.0%.0 !ADRI!!O 85,70%.%

02.0#.12 !O&OS SUMIDEROS

02.03.12.01 POZOS SUMIDEROS CONCRETO #4C + 210 */CM2 m3 17.0 17.0

02.03.12.02 POZOS SUMIDEROS ENCO#RADO Y DESENCO#RADO m2 880. 880.

02.03.12.03 POZOS SUMIDEROS ACERO DE RE#UERZO #6+200 /m2 10,737.73 10,737.7302.0#.1# DUCTO DE COCINA

02.03.13.01 DUCTO DE COCINA CONCRETO #4C + 210 */CM2 m3 7.37 %.7

02.03.13.02 DUCTO DE COCINA ENCO#RADO Y DESENCO#RADO m2 183.50 1%5.3

02.03.13.03 DUCTO DE COCINA ACERO DE RE#UERZO #6+200 /m2 2,551.13 2,73.%

!ARTIDAS ADICIONALES

MOVIMIENTO DE TIERRA

NIVE!ACION Y COMPACTACION DE P!ATEA m2 ,.0 ,528.12

ORAS DE CONCRETO SIM!LE

SOLADO DE !LATEA

SO!ADO DE CONCRETO E+ #>C+100*/CM2 m2 ,528.12 ,528.12

!LATEA

CONCRETO P!ATEA DE CIMENTACI?N #@C+ 280 */CM2 m3 2,23.80 2,23.80

ENCO#RADO Y DESENCO#RADO DE P!ATEA DE CIMENTACI?N. m2 302.83 302.83

ACERO CORRU*ADO PARA P!ATEA DE CIMENTACI?N #Y+200 /m2 201,5%3.0 201,5%3.0!EDESTALES

CONCRETO PEDESTA!ES #@C+ 280 */CM2 m3 113.2 111.%

ENCO#RADO Y DESENCO#RADO DE PEDESTA!ES m2 213 32 210 3


7/892

ET ADOS DEL NUEVO EXPEDIENTE

ENFE MEDADES NEOPLASICAS DE LA MAC O EGION DEL CENT O DEL PE U

CONTRAACTUAL ADICIONAL DEDUCTIVO

1,08%.1 18,%35.%

2,57.21 1,05.8%

1,382.8 12,25.28

5,53.00 2,.7%

8,518. 10,511.28

5.00 1.18

,505.81 1,10.0

858.88 0%.%1

3.% 3.5%

835.73 2.37

5,53.00 3,035.1

%7.28 3.22

,8%2.1 33,352.3

331.0 178.3

1,8%1.78 1,01%.10

33,2%.5 18,1.05

28.50 181.%0 3,001.5 1,38.75

0,235.7 5%,83.


8/892

ET ADOS DEL NUEVO EXPEDIENTE

ENFE MEDADES NEOPLASICAS DE LA MAC O EGION DEL CENT O DEL PE U

CONTRAACTUAL ADICIONAL DEDUCTIVO

133.0 28.83

1,20.3 288.31

8,50.1 1,50.%1

10,713. 2,50.5%

1,38.%

11,11.7

21%,117.20 11,7%0.17

75,75.82

1.% 2.35

858.37 22.08

10,3. %.07

2%.1 17.7

17. 7.0

2,330.%7 220.1


9/892

/OA DE METRADOS

!RO"ECTO IM!LEMENTACION DEL INSTITUTO RE'IONAL DE EN%ERMEDADES NEO!LASICAS DE LA MACRO RE'ION DEL CENTRO DEL !ERU

02 ESTRUCTURAS02.01 MOVIMIENTO DE TIERRAS

DFGFH<

VO!UMEN

N DFm


10/892

/OA DE METRADOS



DFGFH<

VO!UMEN

N DFm


11/892

/OA DE METRADOS



DFGFH<

VO!UMEN

N DFm


12/892

/OA DE METRADOS



DFGFH<

VO!UMEN

N DFm


13/892

/OA DE METRADOS



DFGFH<

VO!UMEN

N DFm


14/892

/OA DE METRADOS



DFGFH<

VO!UMEN

N DFm


15/892

/OA DE METRADOS



DFGFH<

VO!UMEN

N DFm


16/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm


17/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm


18/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm


19/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm


20/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm


21/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm


22/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm


23/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm


24/892


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm


25/892


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm


26/892


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm < I9J m3 0. 1.00 0.80 2.05

/OA DE METRADOS


27/892


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm


28/892


02 ESTRUCTURAS


DFGFH<

VO!UMEN

N DFm


29/892

TLK

5,758.8

,185.03

35.5


30/892

TLK


31/892

TLK

8,%%.8


32/892

TLK


33/892

TLK


34/892

TLK

38.%5


35/892

TLK


36/892

TLK

%0.

22.1

3.5

7.11


37/892

TLK

51.%%

%.71


38/892

TLK

30%


39/892

TLK

7.50

3.8

31.20

32.03


40/892

TLK


41/892

TLK

122.8


42/892

TLK

2.7

1:$11.#2

TLK

337.%8

2,01.70

508.32


43/892

TLK

18.88

%.77


44/892

TLK

21.01

.72


45/892

TLK

%380.12


46/892

TLK

121.31

11%

.00

2.05


47/892


48/892

TLK

TLK

*,:02,.,2

TLK

$:))$.$0

/OA DE METRADOS


02 ESTRUCTURAS

02 0# ORAS DE CONCRETO ARMADO


49/892


DFGFH<

ACERO

N DFm


50/892


DFGFH<

ACERO

N DFm


51/892


DFGFH<

ACERO

N DFm


52/892


DFGFH<

ACERO

N DFm


53/892

DFGFH<

ACERO

N DFm


54/892

DFGFH<

ACERO

N DFm


55/892

DFGFH<

ACERO

N DFm


56/892

DFGFH<

ACERO

N DFm


57/892

DFGFH<

ACERO

N DFm


58/892

58de894


DFGFH<

ACERO

N DFm 1/2 15.% 1 3.8

ELF 1/ 7% 1.00 1 7%.00

EJE 2> 1/2 10.8 1 3.

ELF 1/ 53 1.00 1 53.00

SECTOR D

EJE I 1/2 12.0 1 %.0

ELF 1/ 1 1.00 1 1.00

ENTRE EJES I 6 J 1/2 3.0 1 1.0

ELF 1/ 17 1.00 1 17.00

EJE J 1/2 12.0 1 %.0

ELF 1/ 1 1.00 1 1.00

EJE 25> 1/2 5.72 1 22.8

ELF 1/ 28 1.00 1 28.00

!LANILLA DE METRADOS ESTRUCTURAS


02 ESTRUCTURAS



59/892

59de894


DFGFH<

ACERO

N DFm 6 28> 1/2 5.75 1 23.00

ELF 1/ 28 1.00 1 28.00

NIVEL 2SECTOR

ENTRE EJES 8 6 % 1/2 2.85 1 107.0

ELF 1/ 133 1.00 1 133.00

!ARA MUROS DE 0.1(

SECTOR

SOTANO

EES VERTICALES

ENTRE EJES 8 6 % 1/2 21.%0 1 87.0

ELF 1/ 108 0.80 1 8.0

EJE % 1/2 18.15 1 72.0

ELF 1/ %0 0.80 1 72.00

ENTRE EJES % 6 10 1/2 18.15 1 72.0

ELF 1/ %0 0.80 1 72.00

EJE 10 1/2 1.75 1 5%.00

ELF 1/ 73 0.80 1 58.0

ENTRE EJES 10 6 11 1/2 5.25 1 21.00

ELF 1/ 25 0.80 1 20.00

EJE 11 1/2 5.0 1 22.0

ELF 1/ 27 0.80 1 21.0

ENTRE EJES 11 6 12 1/2 .20 1 1.80

ELF 1/ 20 0.80 1 1.00

EJE 12 1/2 11.25 1 5.00

ELF 1/ 55 0.80 1 .00

ENTRE EJES 13 6 1 1/2 %.35 1 1%7.0



02 ESTRUCTURAS



60/892

60de894


DFGFH<

ACERO

N DFm


61/892

61de894


DFGFH<

ACERO

N DFm


62/892

62de894

DFGFH<

ACERO

N DFm


63/892



02 ESTRUCTURAS



64/892

64de894

DFGFH<

ACERO

N DFm


65/892

65de894

DFGFH<

ACERO

N DFm


66/892

66de894

DFGFH<

ACERO

N DFm


67/892

67de894

DFGFH<

ACERO

N DFm 6 E>> 1/2 13.80 1 55.20

ELF 1/ 8 0.80 1 5.0

EJE E>> 1/2 17.0 1 %.0

ELF 1/ 8 0.80 1 8.80

ENTRE EJES E>> 6 #>> 1/2 2.15 1 %.0

ELF 1/ 120 0.80 1 %.00EJE #>> 1/2 13.80 1 55.20

ELF 1/ 8 0.80 1 5.0

EJE 28 1/2 11.55 1 .20

ELF 1/ 57 0.80 1 5.0

ENTRE EJES 28 6 2% 1/2 13.80 1 55.20

ELF 1/ 8 0.80 1 5.0

EJE 2% 1/2 8.25 1 33.00

ELF 1/ 0 0.80 1 32.00



02 ESTRUCTURAS


ACERO


68/892

68de894

DFGFH<

ACERO

N DFm 6 A 1/2 7.50 1 30.00

ELF 1/ 3 0.80 1 28.80

EJE A 1/2 3.50 1 1.00

ELF 1/ 1 0.80 1 12.80

ENTRE EJES A 6 A> 1/2 .05 1 1.20

ELF 1/ 1% 0.80 1 15.20

EJE A>> 1/2 3.50 1 1.00

ELF 1/ 1 0.80 1 12.80

ENTRE EJES A> 6 &> 1/2 3.75 1 15.00

ELF 1/ 18 0.80 1 1.0

EJE &> 1/2 .80 1 27.20

ELF 1/ 33 0.80 1 2.0

EJE C> 1/2 7.%0 1 31.0

ELF 1/ 38 0.80 1 30.0

EJE 28>> 1/2 1%.%5 1 7%.80

ELF 1/ %% 0.80 1 7%.20

EJE 2%> 1/2 %.20 1 3.80ELF 1/ 5 0.80 1 3.00

ENTRE EJES 2%> 6 30 1/2 3.75 1 15.00

ELF 1/ 18 0.80 1 1.0

EJE 30 1/2 1%.%5 1 7%.80

ELF 1/ %% 0.80 1 7%.20

NIVEL 2

SECTOR A

EES VERTICALES



02 ESTRUCTURAS


ACERO


69/892

69de894

DFGFH<

ACERO

N DFm


70/892

70de894

DFGFH<

ACERO

N DFm


71/892

71de894

DFGFH<N DFm


72/892

72de894

DFGFH<N DFm


73/892



02 ESTRUCTURAS


ACERO


74/892

74de894

DFGFH<N DFm


75/892

75de894

DFGFH<N DFm


76/892

76de894

DFGFH<N DFm


77/892

PROGRESIVA DISTANCIA

0+ 0.00 0.00 0.00 0.00 0.00 5.98

0+ 8.00 8.00 0.00 1.49 5.80 8.54

0+ 16.00 8.00 1.45 0.64 31.38 2.56

0+ 24.00 8.00 6.40 0.00 103.44 0.00

0+ 32.00 8.00 19.47 0.00 207.25 0.00

0+ 40.00 8.00 32.35 0.00 310.86 0.00

0+ 48.00 8.00 45.37 0.00 403.54 0.00

0+ 56.00 8.00 55.52 0.00 492.52 0.00

0+ 64.00 8.00 67.61 0.00 559.95 0.00

0+ 72.00 8.00 72.38 0.00 654.60 0.00

0+ 80.00 8.00 91.27 0.00 762.18 0.00

0+ 88.00 8.00 99.27 0.00 835.04 0.00

0+ 96.00 8.00 109.49 0.00

PARCIAL 1 4366.54 17.07

MOVIMIENTO DE TIERRAS A NIVEL +0.80


0+ 96.00 0.00 15.05 0.81 149.07 3.22

0+ 104.00 8.00 22.22 0.00 214.71 0.00

0+ 112.00 8.00 31.46 0.00 286.46 0.00

0+ 120.00 8.00 40.16 0.00 361.85 0.00

0+ 128.00 8.00 50.31 0.00 437.64 0.00

0+ 136.00 8.00 59.10 0.00 529.64 0.00

0+ 144.00 8.00 73.31 0.00 629.84 0.00

0+ 152.00 8.00 84.15 0.00 802.30 0.00

0+ 160.00 8.00 116.42 0.00 984.14 0.00

AREA

CORTE

AREA

RELLENO

VOLUMEN

CORTE

VOLUMEN

RELLENO

AREA

CORTE

AREA

RELLENO

VOLUMEN

CORTE

VOLUMEN

RELLENO

MOVIMIENTO DE TIERRAS A NIVEL +1.00

PROGRESIVA DISTANCIAAREA

CORTE

AREA

RELLENO

VOLUMEN

CORTE

VOLUMEN

RELLENO


78/892

0+ 88.00 0.00 0.00 0.00 0.00 3.24

0+ 96.00 8.00 0.00 0.81 13.24 3.24

0+ 104.00 8.00 3.31 0.00 39.83 0.00

0+ 112.00 8.00 6.65 0.00 67.31 0.00

0+ 120.00 8.00 10.18 0.00 106.07 0.00

0+ 128.00 8.00 16.34 0.00 162.40 0.00

0+ 136.00 8.00 24.26 0.00 170.43 0.00

0+ 144.00 8.00 18.35 0.00 150.64 0.00

0+ 152.00 8.00 19.31 0.00 85.62 0.00

0+ 160.00 8.00 2.09 0.00 17.69 0.00

0+ 168.00 8.00 2.33 0.00 20.49 0.00

0+ 176.00 8.00 2.79 0.00 52.76 0.00

0+ 184.00 8.00 10.40 0.00 170.28 0.00

0+ 192.00 8.00 32.17 0.00 388.67 0.00

0+ 200.00 8.00 64.99 0.00 533.76 0.00

0+ 208.00 8.00 68.45 0.00 626.29 0.00

0+ 216.00 8.00 88.13 0.00 727.89 0.00

0+ 224.00 8.00 93.85 0.00 523.47 0.00

0+ 229.70 5.70 89.83 0.00

PARCIAL 3 3856.82 6.48


0+ 229.70 0.00 232.02 0.00 541.17 0.93

0+ 232.00 2.30 238.56 0.81 1533.21 2.55

0+ 238.30 6.30 248.17 0.00

PARCIAL 2074.38 3.48

RESUMEN

CORTE RELLENO CORTE RELLENO

AREA

CORTE

AREA

RELLENO

VOLUMEN

CORTE

VOLUMEN

RELLENO

/OA DE METRADOS

PROYECTO' IMP!EMENTACION DE! INSTITUTO RE*IONA! DE EN#ERMEDADES NEOP!ASICAS DE !A MACRO RE*ION DE! CENTRO

02.02 ESTRUCTURAS


79/892

02.02.01 O&RAS DE CONCRETO SIMP!E

DFGFH<

CONCRETO

N DFm


80/892


DFGFH<

CONCRETO

N DFm


81/892


DFGFH<

CONCRETO

N DFm


82/892


DFGFH<

CONCRETO

N DFm


83/892

/OA DE METRADOS

PROYECTO' IMP!EMENTACION DE! INSTITUTO RE*IONA! DE EN#ERMEDADES NEOP!ASICAS DE !A MACRO RE*ION DE! CENTRO

02.02 ESTRUCTURAS

02 02 01 O&RAS DE CONCRETO SIMP!E


84/892


DFGFH<

CONCRETO

N DFm


85/892


DFGFH<

CONCRETO

N DFm


86/892

DFGFH<

CONCRETO

N DFm


87/892

DFGFH<

CONCRETO

N DFm


88/892

DFGFH<

CONCRETO

N DFm


89/892

DFGFH<

CONCRETO

N DFm


90/892

DFGFH<

CONCRETO

N DFm


91/892

DFGFH<

CONCRETO

N DFm


92/892

DFGFH<

CONCRETO

N DFm


93/892

DFGFH<

CONCRETO

N DFm


94/892

ENCO#RADO

DFm


95/892

ENCO#RADO

DFm


96/892

E! PERU

ENCO#RADO


97/892

ENCO#RADO

DFm


98/892

DFm


99/892

DFm


100/892

DFm


101/892

DFm


102/892

DFm


103/892

DFm


104/892

DFm


105/892

DFm


106/892

DFm


107/892

DFm


108/892

DFm


109/892

PKL. N V. !


110/892

ENTRE EJES C9D/20921 1 25.20 0.50 1.10 13.8

ENTRE EJES C9D/21922 1 27. 0.50 1.10 15.20

ENTRE EJES C9D/22923 1 21.7% 0.50 1.10 11.%8

ENTRE EJES C9D/2392 1 8.87 0.50 1.10 .88

1 0.35 0.50 0.0 0.07

ENTRE EJES D9E/89% 1 .85 0.50 1.10 3.77

ENTRE EJES D9E/%910 1 .82 0.50 1.10 3.75

ENTRE EJES D9E/1391 1 11.88 0.50 1.10 .53

ENTRE EJES D9E/1915 1 31.31 0.50 1.10 17.22

ENTRE EJES D9E/1591 1 .35 0.50 1.10 2.3%

ENTRE EJES D9E/17918 1 10.0 0.50 1.10 5.72

ENTRE EJES D9E/1891% 1 17.80 0.50 1.10 %.7%1 0.%5 0.20 1.10 0.21

1 1.%8 0.27 1.10 0.5%

ENTRE EJES D9E/22923 1 15.2 0.50 1.10 8.8

1 0.%0 0.50 0.0 0.18

ENTRE EJES D9E/2392 1 1.3 0.50 1.10 7.8%

ENTRE EJES E9#/%910 1 .85 0.50 1.10 3.77

ENTRE EJES E9#/1391 1 25.8 0.50 1.10 1.01

1 0.7 0.50 0.0 0.13

ENTRE EJES E9#/1915 1 18.85 0.50 1.10 10.37

1 0.35 0.50 0.0 0.07

ENTRE EJES E9#/1891% 1 21.52 0.50 1.10 11.8

ENTRE EJES E9#/22923 1 22.77 0.50 1.10 12.52

ENTRE EJES E9#/2392 1 1.15 0.50 1.10 8.88

ENTRE EJES #9*/1391 1 22. 0.50 1.10 12.35

/OA DE METRADOS

PROYECTO' IMP!EMENTACION DE! INSTITUTO RE*IONA! DE EN#ERMEDADES NEOP!ASICAS DE !A MACRO RE*ION DE! CEN

02.02 ESTRUCTURAS


M# $#*.+(


111/892

DFGFH<

CONCRETO

N DFm


112/892

!


113/892

TRO DE! PERU

M2

ENCO#RADO


114/892

ENCO#RADO

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115/892

01 CAL&ADURAS

01.01 MOVIMIENTO DE TIERRAS KL

01.01.01 EXCAVACION NIC-O DE CA!ZADURAS -+0.0, &+0.50 MT m3 5.00 0.50 1.00 22.50 22.(0

01.01.02 m3 1.30 5.00 0.50 1.00 2%.25 2,.2(


01.02.01 CONCRETO MEZC!A 1'8 CEMENTO 9-ORMI*ON(30)PM m3 5.00 0.50 1.00 22.50 22.(0

01.02.02 ENCO#RADO Y DESENCO#RADO CA!ZADURAS m2 5.00 1.00 5.00 $(.00

01.02.03 PICADO DE CAC-IM&AS DE CONCRETO m 5.00 1.00 5.00 $(.00

01.0# A!UNTALAMIENTO DE MURO DE ADOE

01.03.01 APUNTA!AMIENTO MURO DE ADO&E m 5.00 1.00 5.00 $(.00

E!IMINACION DE MATERIA! EXCEDENTE C/MAQUINA INC!UYEACARREO MANUA!

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


116/892

02.0#.10.01 ESCALERAS CONCRETO % C < 210 ='CM2

02.0#.10.02 ESCALERAS ENCO%RADO " DESENCO%RADO

02.0#.10.0# ESCALERAS ACERO DE RE%UER&O %6?cm2

ESCALERA )

TRAMO 1

CIMENTACION 1/2 .80 1 28.80

PASOS Y CONTRAPASOS 3/8 8 5.5 1 5.20

!OSA 5/8 12 1.70 1 20.0

DESCANSO 3/8 3 1.20 1 3.20

TRAMO 2

PASOS Y CONTRAPASOS 1/2 12 .80 1 57.0

!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

TRAMO 3


!OSA 1/2 12 3.35 1 0.20DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


117/892

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

TRAMO 5


!OSA 1/2 12 3.35 1 0.20

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00 &2

ESCALERA 1

TRAMO 1

CIMENTACION !ON*ITUDINA!ES 1/2 12 .50 1 5.00

PASOS Y CONTRAPASOS !ON*ITUDINA!ES 1/2 8 .50 1 52.00!OSA !ON*ITUDINA!ES 1/2 12 2.25 1 27.00

DESCANSO TRANSVERSA!ES 1/2 % 1.80 1 1.20

#RISO TRANSVERSA!ES 1/2 5 1.80 1 %.00

PASOS 3/8 18 1.80 1 32.0

TRAMO 2

PASOS Y CONTRAPASOS !ON*ITUDINA!ES 1/2 15 3.50 1 52.50

!OSA !ON*ITUDINA!ES 1/2 8 2.%5 1 23.0

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


118/892

#RISO !ON*ITUDINA!ES 1/2 8 1.25 1 10.00

TRANSVERSA!ES 1/2 1.80 1 10.80

TRANSVERSA!ES 1/2 12 1.80 1 21.0

PASOS 3/8 1 1.80 1 28.80

TRAMO 3


!OSA !ON*ITUDINA!ES 1/2 8 3.05 1 2.0

DESCANSO 2 !ON*ITUDINA!ES 1/2 15 2.0 1 3.00


TRANSVERSA!ES 1/2 7 1.80 1 12.0

TRANSVERSA!ES 1/2 1 1.80 1 25.20

PASOS 3/8 18 1.80 1 32.0

TRAMO

PASOS Y CONTRAPASOS !ON*ITUDINA!ES 1/2 15 .00 1 %0.00

!OSA !ON*ITUDINA!ES 1/2 15 2.30 1 3.50



#RISO !ON*ITUDINA!ES 1/2 8 2.80 1 22.0TRANSVERSA!ES 1/2 8 1.80 1 1.0

TRANSVERSA!ES 1/2 1 1.80 1 28.80


TRANSVERSA!ES 1/2 12 1.80 1 21.0

PASOS 3/8 18 1.80 1 32.0

TRAMO 5



119/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


120/892

!OSA !ON*ITUDINA!ES 1/2 8 2.%5 1 23.0




TRANSVERSA!ES 1/2 12 1.80 1 21.0

PASOS 3/8 1 1.80 1 28.80

TRAMO %


!OSA !ON*ITUDINA!ES 1/2 8 3.05 1 2.0



TRANSVERSA!ES 1/2 7 1.80 1 12.0

TRANSVERSA!ES 1/2 1 1.80 1 25.20

PASOS 3/8 18 1.80 1 32.0

ESCALERA $

TRAMO 1


PASOS Y CONTRAPASOS 3/8 8 5.5 1 5.20!OSA 5/8 12 1.70 1 20.0

DESCANSO 3/8 3 1.20 1 3.20

TRAMO 2


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


121/892

3/8 50 1.20 1 0.00

TRAMO 3


!OSA 1/2 12 3.35 1 0.20

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

TRAMO 5


!OSA 1/2 12 3.35 1 0.20

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.03/8 52 1.20 1 2.0

TRAMO


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


122/892


!OSA 1/2 12 3.35 1 0.20

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO 8


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

ESCALERA (

TRAMO 1



!OSA 5/8 12 1.70 1 20.0

DESCANSO 3/8 3 1.20 1 3.20

TRAMO 2


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

TRAMO 3

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


123/892

!OSA 1/2 12 3.35 1 0.20

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

TRAMO 5


!OSA 1/2 12 3.35 1 0.20

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO

PASOS Y CONTRAPASOS 1/2 12 .80 1 57.0!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

TRAMO 7


!OSA 1/2 12 3.35 1 0.20


124/892


125/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


126/892

1/2 3.5 1 13.80

3/8 50 1.20 1 0.00 &3

ESCALERA 2

TRAMO 1



!OSA 5/8 12 1.70 1 20.0

DESCANSO 3/8 3 1.20 1 3.20

TRAMO 2


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

TRAMO 3


!OSA 1/2 12 3.35 1 0.20

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


127/892

3/8 50 1.20 1 0.00

TRAMO 5


!OSA 1/2 12 3.35 1 0.20

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

TRAMO 7


!OSA 1/2 12 3.35 1 0.20

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO 8


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


128/892

TRAMO 1



!OSA 5/8 12 1.70 1 20.0

DESCANSO 3/8 3 1.20 1 3.20

TRAMO 2


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

TRAMO 3


!OSA 1/2 12 3.35 1 0.20

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

TRAMO 5

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


129/892

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO PASOS Y CONTRAPASOS 1/2 12 .80 1 57.0

!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

TRAMO 7


!OSA 1/2 12 3.35 1 0.20

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO 8


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00 &5

ESCALERA *

TRAMO 1


/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


130/892

DESCANSO 3/8 3 1.20 1 3.20

TRAMO 2

PASOS Y CONTRAPASOS 1/2 12 .80 1 57.0!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00

TRAMO 3


!OSA 1/2 12 3.35 1 0.20

DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00 &1 Y &

ESCALERA 10

TRAMO 1

CIMENTACION 3/8 12 .10 1 %.20

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


131/892

DESCANSO 1/2 12 0.%5 1 11.0

5/8 1.20 1 .80

3/8 3 1.20 1 0.80

1/ 8 0.80 1 .0TRAMO 2


!OSA 1/2 12 1.5 1 1%.80

DESCANSO 1 1/2 12 3.35 1 0.20

DESCANSO 2 1/2 12 2.0 1 28.80

5/8 1.20 1 .80

3/8 5 1.20 1 .80

1/ 8 0.80 1 .0

A=FF


132/892

3/8 50 1.20 1 0.00

TRAMO 3


!OSA 1/2 12 3.35 1 0.20DESCANSO 1 5/8 12 .0 1 7%.20

DESCANSO 2 5/8 12 1.80 1 21.0

3/8 52 1.20 1 2.0

TRAMO


!OSA 1/2 12 5.5 1 7.80

DESCANSO 1 5/8 12 1.70 1 20.0

DESCANSO 2 5/8 12 1.70 1 20.0

3/8 50 1.20 1 0.00 A

ESCALERA 12

TRAMO 1

CIMENTACION 3/8 12 .10 1 %.20


!OSA 1/2 12 1.25 1 15.00

DESCANSO 1/2 12 0.%5 1 11.0

5/8 1.20 1 .80

3/8 3 1.20 1 0.80

1/ 8 0.80 1 .0

TRAMO 2

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


133/892

DESCANSO 1 1/2 12 3.35 1 0.20

DESCANSO 2 1/2 12 2.0 1 28.80

5/8 1.20 1 .80

3/8 5 1.20 1 .801/ 8 0.80 1 .0

A=FF


134/892

134 de 894

02.0#.02.01 VI'AS DE CIMENTACION CONCRETO % C < 2+0 ='CM2

02.0#.02.02 VI'AS DE CIMENTACION ENCO%RADO " DESENCO%RADO

02.0#.02.0# VI'AS DE CIMENTACION ACERO DE RE%UER&O %6?cm2

SECTOR A

VC101 !RIMER !ISOEES /ORI&ONTALES

EJE & PF


135/892

135 de 894

ELF 3/8 2 1.%8 2 1.32

ELF 3/8 2 1.%8 2 1.32

EJE # PF


136/892

136 de 894

ELF 3/8 2 1.%8 1 83.1

ELF 3/8 31 1.%8 1 1.38

ELF 3/8 27 1.%8 1 53.

EJE PF


137/892

137 de 894

ELF 3/8 2 1.%8 1 83.1

ELF 3/8 2 1.%8 1 83.1

ELF 3/8 31 1.%8 1 1.38

EJE PF


138/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


139/892

139 de 894

EJE 2 PF


140/892

140 de 894

ELF 3/8 17 1.%8 1 33.

ELF 3/8 2% 1.%8 1 57.2

ELF 3/8 0 1.%8 1 7%.20

PF


141/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


142/892

142 de 894

EJE 12 PF


143/892

143 de 894

CA 1

EJE A97 SOTANO, PRIMER Y SE*UNDO PISO 1 1.25 0.30 12.25 .5% 0.38 1 3.70 12.25 5.33 VLFK

1 0.30 0.30 12.25 1.10

-F


144/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

CONCRETO ENCO#RADO Y DESENCO#RADO

N DFm


145/892

145 de 894

mGKm 1

CA*

E E>97 PRIMER , SE*UNDO Y TERCER PISO 1 1.0 0.30 12.35 5.%3 1 3.80 12.35 .%3 VLFKVLFK

-F


146/892

146 de 894

-ASTA DESCANSO NPT (.21 1 0.0 0.0 .2 1.00 1 1.0 .2 10.02 VLFK

-F


147/892

147 de 894

-F


148/892

148 de 894

-F


149/892

149 de 894

CA2

EJE -93, I9 -A!! 2 0.30 0.30 .7 0.85 2 1.20 .00 %.0 VLFK 1

3 C;m


150/892

150 de 894

-F


151/892

151 de 894

mGKm 1

VLFK

mGKm 2

-F


152/892

152 de 894

-F


153/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<


N DFm


154/892

154 de 894

C&913

EJE -98 PRIMER Y SE*UNDO PISO 1 0.30 1.35 %.35 3.7% 1 3.30 %.35 30.8 VLFK

mGKm 1-F


155/892

155 de 894

-F


156/892

156 de 894

VLFK LK


157/892

157 de 894

-F


158/892


159/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<


N DFm


160/892

160 de 894

SOTANO Y PRIMER PISO 1 0.30 1.25 %.55 3.58 0.38 1 3.10 %.55 2%.1 VLFK KLK LK


161/892

161 de 894

SOTANO Y PRIMER PISO 2 0.0 0.0 %.55 .58 0.2 2 2.00 %.55 38.20 VLFK SLK


162/892

162 de 894

-F. CFmF


163/892

163 de 894

SOTANO ,PRIMER, SE*UNDO Y TERCE 1 0.30 0.0 17.75 3.20 0.18 1 1.80 17.75 31.%5 VLFK KLK (3P

mGKm 1-F


164/892

164 de 894

-F. 1. P "2$

-F. 2=. P "2$EJE -918,22> PRIMER Y SE*UNDO PISO 2 0.0 0.30 1.05 5.0 2 1.80 1.05 50.58 VLFK 1 6 2= GF

mGKm 1

-F. CFmF


165/892

165 de 894

-F. 2=. P "2$

EJE C(( 1 0.85 0.30 5. 1.38 0.2 1 2.30 5.0 12.2 VLFK

&923,2 SOTANO -F. CFmF


166/892

166 de 894

-F. SLK


167/892

167 de 894

EJE C(+ 1 0.0 0.30 1.1 2.5 0.18 1 1.80 1.10 25.38 VLFK

mGKm 1

C922 SOTANO, 1 Y 2= PISO -F. CFmF


168/892

168 de 894

mGKm 1

92 SOTANO, 1 Y 2= PISO -F. CFmF


169/892

169 de 894

" $

-F. SLK C(#

-921 PRIMER Y SE*UNDO PISO 1 0.0 0.30 %. 1.% 1 1.80 %.0 1.%2 VLFK 1 6 2= GF

mGKm 1


170/892

170 de 894

-F. CFmF


171/892

171 de 894

-F. 2=. P "2$

EJE C)) 1 0.%0 0.30 1.1 3.81 0.27 1 2.0 1.10 33.8 VLFK

mGKm 1

-923,2 SOTANO, 1 Y 2= PISO -F. CFmF


172/892

172 de 894

EJE #" *$ SOTANO 3 0.25 0.0 5.35 1.1 0.10 3 1.30 5.35 20.87 VLFK LK


173/892

173 de 894

ELF

C 1 3 0.0 0.25 .5 1.35 3 1.30 .50 17.55 VLFK

ELF

*K


174/892

174 de 894

CASETAS

IN'RESO SERVICIOS 'ENERALES

C 0$ 0.55 0.15 3.5 1.81 1.0 3.5 30. VLFK

ELF

ELF

IN'RESO EMER'ENCIA

C 01 2 0.0 0.15 3.5 0. 2 1.50 3.5 10.%5 VLFK

ELF

ELFC 0$ 0.55 0.15 3.5 1.20 1.0 3.5 20. VLFK

ELF

ELF

IN'RESO !RINCI!AL

C 01 0.0 0.15 3.5 1.31 1.50 3.5 21.%0 VLFK

ELF

ELF

C 0$ 0.55 0.15 3.5 1.81 1.0 3.5 30. VLFK

ELFELF

IN'RESO SERVICIOS 'ENERALES

/OA DE METRADOS

!RO"ECTO IM!LEMENTACION DEL INSTITUTO RE'IONAL DE EN%ERMEDADES NEO!LASICAS DE LA MACRO RE'ION DEL CENTRO DEL !ERU02 ESTRUCTURAS


DFGFH<


N DFm


175/892

175 de 894

$)).$0 $:$$0.20

ACERO


176/892

176 de 894

3/8 0.%8 1 3%.%8

3/8 25 .%8 1 12.50

3/8 25 0.%8 1 2.50

5/8 2 1.00 1 2.00

5/8 13.33 2 15%.%0

3/8 2 1.12 2 %3.3

3/8 25 1.12 2 5.00

5/8 10.23 3 18.05

3/8 32 1.12 3 107.52

3/8 25 1.12 3 8.00

5/8 1.00 1 .00

5/8 10.%3 2 131.10

3/8 8 1.12 2 107.07

ACERO


177/892

177 de 894

3/8 25 1.72 1 3.00

3/8 25 0. 1 11.50

5/8 12 1.00 1 12.00

5/8 10

10.23 5 511.25

3/8 32 1.72 5 275.20

3/8 31 0. 5 71.30

3/8 25 1.72 5 215.00

3/8 25 0. 5 57.50

5/8 10 1.00 5 50.00

5/8 1 10.23 1 13.0

3/8 32 1.72 1 55.0

3/8 31 0. 1 1.2

3/8 25 1.72 1 3.00

3/8 25 0. 1 11.50

5/8 1 1.00 1 1.00

ACERO


178/892

178 de 894

1/2 8 13.73 1 10%.80

3/8 21 3.3 1 70.1

3/8 30 1.25 1 37.50

3/8 2% 0. 1 13.3

3/8 1 3.3 1 .7

3/8 23 1.25 1 28.75

3/8 23 0. 1 10.58

3/8 11 3.3 1 3.7

3/8 1% 1.25 1 23.75

3/8 1% 0. 1 8.7

3/ 1 1.00 0 0.00

1/2 8 1.00 1 8.00

5/8 %.23 2 110.70

3/8 1.12 2 %8.11

3/ %.23 2 110.70

3/8 1.10 2 %.3

ACERO


179/892

179 de 894

3/8 28 1.52 1 2.5

3/8 27 2.2 1 0.8

5/8 10 13.7 1 13.5

5/8 10 1.00 1 10.00

3/8 32 1.72 1 55.0

3/8 31 0. 1 1.2

3/8 27 1.72 1 .

3/8 25 0. 1 11.50

3/8 21 1.72 1 3.12

3/8 21 0. 1 %.

5/8 10 10.23 1 102.25

5/8 10 1.00 1 10.00

3/8 32 1.72 1 55.0

3/8 31 0. 1 1.2

3/8 25 1.72 1 3.00

3/8 25 0. 1 11.505/8 10 18.3 1 18.25

5/8 10 2.00 1 20.00

ACERO


180/892

180 de 894

3/8 32 1.72 1 55.0

3/8 31 0. 1 1.2

3/8 27 1.72 1 .

3/8 25 0. 1 11.50

3/8 23 1.72 1 3%.5

3/8 21 0. 1 %.

3/8 15 1.72 1 25.80

3/8 15 0. 1 .%0

5/8 1 10.23 2 327.20

5/8 1 1.00 2 32.00

3/8 32 1.72 2 110.08

3/8 31 0. 2 28.52

3/8 25 1.72 2 8.00

3/8 25 0. 2 23.00

3/ 10.23 1 1.35

3/ 1.00 1 .00

3/8 32 1.12 1 35.83/8 25 1.12 1 28.00

ACERO


181/892

181 de 894

5/8 1 1.83 1 2%.20

5/8 1 1.00 1 1.00

3/8 32 1.72 1 55.0

3/8 31 0. 1 1.2

3/8 27 1.72 1 .

3/8 25 0. 1 11.50

3/8 23 1.72 1 3%.5

3/8 21 0. 1 %.

3/8 18 1.72 1 30.%

3/8 18 0. 1 8.28

5/8 13 10.23 3 3%8.78

5/8 13 1.00 3 3%.00

3/8 32 1.00 3 15,7.00

3/8 31 0. 3 2.78

3/8 25 1.00 3 12,300.00

3/8 25 0. 3 3.50

5/8 .28 1 37.5

ACERO


182/892

182 de 894

5/8 10 11.20 1 112.00

5/8 10 1.00 1 10.00

3/8 32 1.72 1 55.0

3/8 33 0. 1 15.18

3/8 25 1.72 1 3.00

3/8 25 0. 1 11.50

5/8 10 .28 1 2.75

3/8 31 1.72 1 53.32

3/8 31 0. 1 1.2

5/8 10 11.00 2 220.00

5/8 10 1.00 2 20.00

5/8 10 8.00 2 10.00

3/8 22 1.58 13%.03/8 25 1.58 2 7%.00

3/8 1 1.58 2 50.5

ACERO


183/892

183 de 894

5/8 10 10.73 3 321.75

5/8 10 1.00 3 30.00

3/8 3 1.0 3 12.80

3/8 3 1.0 3 12.80

3/8 25 1.0 3 105.00

3/8 25 1.0 3 105.00

5/8 10 15.03 1 150.25

5/8 10 1.00 1 10.00

3/8 35 1.0 1 %.00

3/8 35 1.0 1 %.00

3/8 27 1.0 1 37.80

3/8 27 1.0 1 37.80

3/8 25 1.0 1 35.00

3/8 25 1.0 1 35.00

3/ 12 10.73 2 257.0

3/ 12 1.00 2 2.00

ACERO


184/892

184 de 894

3/8 37 1.70 1 2.%03/8 2% 1.70 1 %.30

3/8 2% 1.70 1 %.30

3/8 27 1.70 1 5.%0

3/8 27 1.70 1 5.%0

1 .08 2 72.%0

3/ 8 .08 2 %7.20

3/8 37 1.52 2 112.8

3/8 37 1.52 2 112.8

1 .08 1 3.5

3/ .08 1 3.5

3/8 37 2.%2 1 108.0

3/8 3 1.38 1 %.8

1 1 15.03 2 80.80

1 1 1.00 2 32.00

3/8 25 1.% 2 %7.00

3/8 25 1.% 2 %7.00

ACERO


185/892

185 de 894

3/8 27 1.0 2 8.03/8 27 1.52 2 82.08

3/8 25 1.0 2 80.00

3/8 25 1.0 2 80.00

3/8 25 1.52 2 7.00

1 10 15.03 2 300.50

1 10 1.00 2 20.00

3/8 35 1.0 2 112.00

3/8 35 1.0 2 112.00

3/8 27 1.0 2 8.0

3/8 27 1.0 2 8.0

3/8 25 1.0 2 80.00

3/8 25 1.0 2 80.00

3/ 10 .35 1 3.50

3/8 25 1.0 1 0.00

3/8 25 1.0 1 0.00

1 12 15.03 1 180.30

ACERO


186/892

186 de 894

3/8 35 0 5 003/8 27 1.0 1 3.20

3/8 27 1.0 1 3.20

3/8 25 1.0 1 0.00

3/8 25 1.0 1 0.00

1 10 10.73 2 21.50

1 10 1.00 2 20.00

3/8 3 1.0 2 108.80

3/8 3 1.0 2 108.80

3/8 25 1.0 2 80.00

3/8 25 1.0 2 80.00

1 12 10.73 2 257.0

1 12 1.00 2 2.00

3/8 3 1.0 2 108.80

3/8 3 1.0 2 108.80

3/8 25 1.0 2 80.00

3/8 25 1.0 2 80.00


187/892

ACERO


188/892

188 de 894

3/8 27 1.38 1 37.2

1 12 15.03 2 30.0

1 12 1.00 2 2.00

3/8 35 2.32 2 12.0

3/8 35 1.% 2 118.30

3/8 35 1.% 2 118.30

3/8 27 2.32 2 125.28

3/8 27 1.% 2 %1.2

3/8 27 1.% 2 %1.2

3/8 25 2.32 2 11.00

3/8 25 1.% 2 8.50

3/8 25 1.% 2 8.50

1 12 .35 1 52.20

3/8 25 2.32 1 58.00

3/8 25 1.% 1 2.25

3/8 25 1.% 1 2.25

ACERO


189/892

189 de 894

3/8 5 2.5 1 137.20

1 .15 1 2.%0

3/ .15 1 2.%0

3/8 2 1.% 1 50.

3/8 2 0.% 1 12.7

3/ .33 1 37.%5

5/8 .33 1 37.%5

3/8 28 2.7 1 7.72

3/8 8 2.7 1 21.%2

3/8 28 1.7 1 1.1

3/ 12 .33 1 75.%0

3/8 28 2.5 1 71.12

3/8 8 2.5 1 20.32

3/8 28 1.7 1 1.1

1 .33 1 25.30

ACERO


190/892

190 de 894

1 20 .33 1 12.50

1/2 28 .2 1 118.72

1/2 8 .2 1 33.%2

3/8 28 2.% 1 82.32

1 1 13.55 1 18%.70

1 1 1.00 1 1.00

3/8 28 2. 1 73.%2

3/8 52 2. 1 137.28

3/8 80 0.%8 1 78.0

3/ .33 1 25.30

1/2 12 .33 1 75.%0

3/8 28 3.% 1 110.32

3/8 8 3.% 1 31.52

3/8 28 2.% 1 82.32

3/ 1%.13 1 7.50

ACERO


191/892

191 de 894

3/8 8 3.1 1 25.28

1 1 .33 1 101.20

3/8 2 .88 1 12.88

3/8 8 .88 1 3%.0

3/ 12 13.55 1 12.0

3/ 12 1.00 1 12.00

3/8 2 3.1 1 82.13/8 8 3.1 1 151.8

1 1 .33 2 177.10

3/8 2 5.07 2 23.

3/8 8 5.07 2 81.12

1 12 13.55 2 325.20

1 12 1.00 2 2.00

3/8 2 3.1 2 1.32

3/8 8 3.1 2 303.3

ACERO


192/892

192 de 894

3/8 2 1.2 1 2%.7

1 12 10.%3 1 131.10

1 12 1.00 1 12.00

3/8 5 3.3 1 187.0

3/8 8 3.3 1 2.72

3/8 5 1.7 1 82.32

1 12 8.%5 1 107.03/8 8 3.1 1 151.8

3/ 18 10.%3 2 3%3.30

3/ 18 1.00 2 3.00

3/8 5 3.% 2 1.28

3/8 8 3.% 2 3.0

3/8 5 2.% 2 32%.28

1 12 8.%5 2 21.80

3/8 8 3.1 2 303.3

ACERO


193/892

193 de 894

3/8 8 3.1 1 25.12

3/8 5 1.% 1 10%.7

1 1 5.10 1 71.0

3/8 28 3.0 1 85.12

3/8 2 3.0 1 7%.0

3/8 5 1.% 1 105.8

1 10 .85 1 8.50

3/8 2 3.08 1 73.%2

1 1 10.%3 2 3%.0

1 1 1.00 1 1.00

3/8 5 3.2 2 32.88

3/8 8 3.2 2 51.8

3/8 5 2.5 2 27.0

1 10 8.%5 2 17%.00

3/8 8 3.08 2 2%5.8

ACERO


194/892

194 de 894

3/ 12 8.%5 2 21.80

3/8 8 2.88 2 27.8

1 1 10.%3 1 152.%5

1 1 1.00 1 1.00

3/8 5 2. 1 17.8

3/8 8 2. 1 21.123/8 5 0.%8 1 5.88

1 1 .15 1 58.10

3/8 2 2. 1 8.

3/8 2 0.%8 1 25.8

1 12 .15 1 %.80

3/8 2 2. 1 3.3

3/8 2 0.%8 1 23.52

1 1 1%.13 1 27.75

1 1 2.00 1 28.00

ACERO


195/892

195 de 894

1 10 1.00 1 10.00

3/8 2 3.00 1 78.00

3/8 8 3.00 1 1.00

3/8 8 3.00 1 2.00

3/ 10 10.58 2 211.50

3/ 10 1.00 2 20.00

3/8 27 2.0 2 110.13/8 25 2.0 2 102.00

3/8 8 2.0 2 32.

3/8 52 0.% 2 50.%

1 10 1%.13 1 1%1.25

1 10 2.00 1 20.00

3/8 1 3.00 1 8.00

3/8 2 3.00 1 78.00

3/8 8 3.00 1 1.00

3/8 8 3.00 1 2.00

ACERO


196/892

196 de 894

3/8 8 3.00 1 2.00

3/8 100 1.7 1 17.00

1 12 1%.13 1 22%.50

1 12 2.00 1 2.00

3/8 1 2.5 1 0.

3/8 28 2.5 1 71.12

3/8 52 2.5 1 132.083/8 8 2.5 1 20.32

3/8 8 1.7 1 %%.%

3/ 10 1%.13 1 1%1.25

3/ 10 2.00 1 20.00

3/8 1 1.% 1 31.0

3/8 2 1.% 1 50.

3/8 8 1.% 1 %3.12

3/8 8 1.% 1 15.52

3/8 %0 0.% 1 .10

ACERO


197/892

197 de 894

3/8 7 1.1 2 1%.7

3/8 28 1.1 2 78.%

3/8 2 1.1 2 73.32

3/8 7 1.35 2 18.%0

3/8 28 1.35 2 75.0

3/8 2 1.35 2 70.20

3/ 12 10.53 2 252.03/ 12 1.00 2 2.00

3/8 7 1.% 2 20.8

3/8 28 1.% 2 83.

3/8 2 1.% 2 77.8

3/8 7 1.2 2 1%.88

3/8 28 1.2 2 7%.52

3/8 2 1.2 2 73.8

ACERO


198/892

198 de 894

3/8 28 2.17 1 0.7

3/8 8 0.88 1 7.0

3/8 28 0.88 1 2.

1 10 .38 1 3.75

3/8 8 1.77 1 1.1

3/8 28 1.77 1 %.5

3/8 8 0.88 1 7.03/8 28 0.88 1 2.

3/ 1 15.08 1 211.05

3/ 1 1.00 1 1.00

1/2 8 2.27 1 18.1

1/2 31 2.27 1 70.37

1/2 31 2.27 1 70.37

3/8 2% 2.27 1 5.83

1/2 8 0.88 1 7.0

1/2 31 0.88 1 27.28

ACERO


199/892

199 de 894

3/8 2 1.35 1 35.10

3/8 2 1.1 1 3.

3/ 1 .38 1 102.00

3/8 8 2.87 1 22.%

3/8 28 2.87 1 80.3

3/8 8 1.7 1 1.08

3/8 28 1.7 1 %.28

3/ 10 %.8 1 %.75

3/ 10 1.00 1 10.00

1/2 28 1.35 1 37.80

3/8 2 1.35 1 35.10

1/2 28 1.1 1 3%.8

3/8 2 1.1 1 3.

3/ 1 15.08 1 21.203/ 1 1.00 1 1.00

ACERO


200/892

200 de 894

3/8 28 1.2% 1 3.12

3/8 2 1.2% 1 33.5

3/8 8 1.35 1 10.80

3/8 28 1.35 1 37.80

3/8 28 1.35 1 37.80

3/8 2 1.35 1 35.10

3/ 1 .38 357.003/8 8 2.87 %1.8

3/8 31 2.87 355.88

3/8 8 1.7 5.32

3/8 31 1.7 218.2

3/ 1 5.88 32%.00

3/8 32 2.8 3.08

3/8 32 2.8 3.08

3/8 32 1.7 225.283/8 32 1.7 225.28


201/892


202/892

ACERO


203/892

203 de 894

3/8 28 1.% 1 1.72

3/8 2 1.% 1 38.7

3/ 12 .38 1 7.50

3/8 8 1.87 1 1.%

3/8 1% 1.87 1 35.53

3/8 8 1.% 1 15.523/8 1% 1.% 1 3.8

3/ 12 %.8 1 11.10

3/ 12 1.00 1 12.00

3/8 31 1.87 1 57.%7

3/8 2% 1.87 1 5.23

3/8 31 1.% 1 0.1

3/8 2% 1.% 1 5.2

1 10 .38 1 3.75

ACERO


204/892

204 de 894

3/8 8 2.27 1 18.1

3/8 28 2.27 1 3.5

3/8 28 2.27 1 3.5

3/8 2 2.27 1 5%.02

3/8 8 1.32 1 10.5

3/8 28 1.32 1 3.%

3/8 28 1.32 1 3.%3/8 2 1.32 1 3.32

3/ 1 .38 1 102.00

3/8 8 3.07 1 2.5

3/8 31 3.07 1 %5.17

3/8 8 2.20 1 17.0

3/8 31 2.20 1 8.20

3/ 1 15.08 1 211.053/ 1 1.00 1 1.00

ACERO


205/892

205 de 894

ACERO


206/892

206 de 894

5/8 .70 5 13.00

3/8 2% 1.10 5 15%.50

5/8 8 .70 2 107.20

3/8 2% 1.70 2 %8.0

5/8 8 7.15 33.20

3/8 32 1.70 32.0

3/ .35 8 30.80

5/8 .35 8 203.20

3/8 2% 1.30 8 301.0

5/8 5.5 2 523.20

3/8 25 1.00 2 00.00

5/8 5 5.5 1 27.25

3/8 25 0.% 1 17.25

1/2 .0 10 38.00

ACERO


207/892

207 de 894

3/8 28 1.0 235.20

3/8 28 0.%0 151.20

1/2 8 5.75 2 %2.00

3/8 2 1.50 2 78.00

3/8 2 0.%0 2 .80

1/2 8 5.75 18.003/8 28 1.0 15.80

3/8 28 0.%0 100.80

1/2 8 5.75 18.00

3/8 2 1.50 15.00

3/8 2 0.%0 %3.0

1/2 8 5.75 27.00

3/8 28 1.0 235.20

3/8 28 0.%0 151.20

ACERO


208/892

208 de 894


209/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


210/892

A PFLF 1/2 2 .30 3 22.10

A NKLF 1/2 1 3.%0 5 175.50

S


211/892

mGKm 1 3/8 1 3.00 1 3.00

!OSA ENTRE EJES 1391% 6 &9-

S


212/892

S


213/892

A !


214/892

ELF 3/8 7 2.11 5 %5.85

ELF 3/8 22 0.2 1 138.88

A!EROS DE! TERCER PISO

A LK


215/892

PISO CUARTO DE MAQUINAS !ON*IT. SUP. E IN#. 1/2 30 7.0 1 222.00

TRANSV. SUP. E IN# 1/2 20 3.82 1 7.0

TRANSV. SUP. E IN# 1/2 3.82 1 175.72

TEC-O CUARTO DE MAQUINAS !ON*IT. SUP. E IN#. 1/2 30 7.0 1 222.00

TRANSV. SUP. E IN# 1/2 20 3.82 1 7.0

TRANSV. SUP. E IN# 1/2 3.82 1 175.72

ESCALERA 2

SOTANO A TERCER PISO !ON*IT. SUP E IN#. 1/2 18 .35 3 32.%0

TRANSV. SUP. E IN#. 1/2 2.55 3 351.%0

CUARTO PISO !ON*IT. SUP E IN#. 1/2 5 .35 1 355.0

TRANSV. SUP. E IN#. 1/2 8 7.55 1 32.0ESCALERA #

SOTANO A TERCER PISO !ON*IT. SUP E IN#. 1/2 % .35 3 171.5

TRANSV. SUP. E IN#. 1/2 28 2.0 3 218.0

!ON*IT. SUP E IN#. 1/2 7 .35 3 133.35

TRANSV. SUP. E IN#. 1/2 23 2.0 3 17%.0

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


216/892

SOTANO A TERCER PISO !ON*IT. SUP E IN#. 1/2 1 .35 3 30.80

TRANSV. SUP. E IN#. 1/2 2.5 3 338.10

CUARTO PISO !ON*IT. SUP E IN#. 1/2 11 .35 1 723.%0

TRANSV. SUP. E IN#. 1/2 5 12.15 1 80.0

ASCENSOR ENTRE ESC.$ " ESC.(

SOTANO A TERCER PISO !ON*IT. SUP E IN#. 1/2 20 3.5 38.00

TRANSV. SUP. E IN#. 1/2 30 8.0 3 75.00

!ON*IT. SUP E IN#. 1/2 30 .35 3 571.50

TRANSV. SUP. E IN#. 1/2 5 3.80 3 38.0CUARTO PISO !ON*IT. SUP. E IN#. 1/2 102 .35 1 7.70

TRANSV. SUP. E IN# 1/2 7 11.0 1 858.0

PISO CUARTO DE MAQUINAS !ON*IT. SUP. E IN#. 1/2 32 .35 1 203.20

TRANSV. SUP. E IN# 1/2 5 .00 1 22.00

/OA DE METRADOS



DFGFH<

ACERO

N DFm


217/892

SOTANO

S


218/892

S


219/892

A NKLF 3/8 1 2.05 3 72.15

S


220/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


221/892

S


222/892

ESCALERA *

SOTANO A TERCER PISO !ON*IT. SUP E IN#. 1/2 % .35 3 171.5

TRANSV. SUP. E IN#. 1/2 28 2.0 3 218.0

!ON*IT. SUP E IN#. 1/2 7 .35 3 133.35

TRANSV. SUP. E IN#. 1/2 23 2.0 3 17%.0

CUARTO PISO !ON*IT. SUP E IN#. 1/2 5 .35 1 355.0

TRANSV. SUP. E IN#. 1/2 8 7.%0 1 37%.20

TOTALES ML 23,81.01 3,720.%8 1,0%0.20 9 9

=' 9 13,21.37 3,283.77 1,8%.81 9 9 (+:2#$.,$

G DE DES!ERDICIOS G DE DES!ERDICIOS 9 9 9 9 9

9 13,21.37 3,283.77 1,8%.81 9 9 (+:2#$.,$

/OA DE METRADOS



DFGFH<

ACERO

N DFm


223/892

223de894

A I


224/892

224de894

E


225/892

225de894

&KL< 1/2 1 2.50 15.00

TmGKL;K 1/ 1 %.%0 1 03.%0

TmGKL;K 1/ 1 .25 17 10.25

E


226/892


227/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


228/892

228de894

&KL< 1/2 2 1.75 35 122.50

TmGKL;K 1/ 1 2%.10 5 1,571.0

E


229/892

229de894

A NKLF 3/8 8 3.05 17 1.80

A NKLF 1/2 3.%0 17 25.20

TmGKL;K 1/ 1 1.10 27 1,10%.70

E


230/892

230de894

A PFLF 1/2 2 7.50 17 255.00

A I


231/892

231de894

A I


232/892

232de894

Sentido JoriKonta9

E


233/892

233de894

A NKLF 3/8 2 3.30 17 112.20

TmGKL;K 1/ 1 1.70 27 3%.%0

A A=FF


234/892

234de894

Sentido ertica9

E


235/892

235de894

A NKLF 3/8 2 3.30 10 8.0

TmGKL;K 1/ 1 1.70 15 2,25.50

Sentido ertica9

E


236/892

236de894

&KL< 3/8 2 1.%0 35 133.00

A PFLF 1/2 1 7.15 35 250.25

A I


237/892

237de894

A NKLF 1/2 1 .30 17 73.10

A NKLF 3/8 2 3.30 17 112.20

TmGKL;K 1/ 1 1.70 27 3%.%0

E


238/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


239/892

239de894

E


240/892

240de894

A PFLF 1/2 5 7.50 17 37.50

A I


241/892

241de894

E


242/892

242de894

A PFLF 1/2 1 0.15 17 82.55

A I


243/892

/OA DE METRADOS


02 ESTRUCTURAS


DFGFH<

ACERO

N DFm


244/892

244de894

A NKLF 3/8 2 3.30 17 112.20

TmGKL;K 1/ 1 1.70 27 3%.%0

E


245/892

245de894

E


246/892

246de894

E


247/892

247de894

A PFLF 1/2 1 7.15 17 121.55

A I


248/892

248de894

A PFLF 1/2 1 8.70 17 17.%0

A I


249/892

249de894

&KL< 3/8 1 1.%0 17 32.30

A PFLF 1/2 1 7.50 17 127.50

A I


250/892

/OA DE METRADOS


02 ESTRUCTURAS02.0# ORAS DE CONCRETO ARMADO

DFGFH<

ACERO

N DFm


251/892

251de894

A NKLF 3/8 2 3.30 18 118.80

A PFLF 1/2 1 7.50 17 127.50A I


252/892

252de894

G

E


253/892

253de894

A NKLF 1/2 5 .30 17 35.50

A NKLF 3/8 10 3.30 17 51.00TmGKL;K 1/ 1 3.50 27 1,17.50

E


254/892

254de894

TmGKL;K 1/ 1 1.35 27 387.5

E


255/892

255de894

E


256/892

256de894

A PFLF 1/2 1 7.50 17 127.50

A I


257/892

257de894

A PFLF 1/2 2 8.70 17 2%5.80

A I


258/892

258de894

A I


259/892

259de894

A I


260/892

260de894

E


261/892

261de894

&KL< 3/8 1 3.00 35 105.00A PFLF 1/2 2 8.70 35 0%.00

A I


262/892

262de894

&KL< 3/8 1 1.%0 17 32.30A PFLF 1/2 1 7.50 17 127.50

A I


263/892

263de894

&KL< 3/8 1 3.00 31 %3.00TmGKL;K 1/ 1 7.50 5 337.50

V E


264/892

264de894

A I


265/892

265de894

E


266/892

266de894

A PFLF 1/2 2 7.50 17 255.00A I


267/892

267de894

E


268/892

268de894

A PFLF 1/2 1 7.50 11 82.50

A I


269/892

269de894

E


270/892

270de894

A I


271/892

271de894

A PFLF 1/2 7.50 8 20.00

A I


272/892

272de894

A I


273/892

273de894

TmGKL;K 1/ 1 27.55 27 73.85

E


274/892

274de894

A PFLF 1/2 2 7.50 17 255.00

A I


275/892

275de894

&KL< 3/8 1 1.%0 17 32.30

A PFLF 1/2 3 7.50 17 382.50

A I


276/892

276de894

G

TOTALES ML 10%,215.7 51,132.20 17,03.0 30.10 9 9

=' 27,303.%2 28,3.03 17,302.77 . 9 9

G DE DES!ERDICIOS G DE DES!ERDICIOS 0) 0) 0) 0) 0) 0)

27,303.%2 28,3.03 17,302.77 . 9 9

Nro de 9adri99o de tecJo 20#0#0


277/892

TOTA!

&3 1ER PISO

&2,&3,&5


278/892

278de894


279/892


280/892


281/892

TOTA!


282/892

282de894

TOTA!


283/892

283de894

TOTA!


284/892

284de894

TOTA!


285/892

285de894

TOTA!


286/892

286de894

TOTA!


287/892

287de894

TOTA!


288/892

288de894

TOTA!

A!I* 2SEN SOT &2,&3,&5


289/892

289de894

TOTA!


290/892

290de894

TOTA!


291/892

291de894

TOTA!


292/892

292de894

TOTA!


293/892

293de894

TOTA!


294/892

294de894

TOTA!


295/892

295de894

TOTA!


296/892

296de894

TOTA!


297/892

297de894

TOTA!


298/892

298de894

TOTA!


299/892

299de894

TOTA!


300/892

300de894

TOTA!


301/892

301de894

TOTA!


302/892

302de894

TOTA!


303/892

303de894

TOTA!


304/892

304de894

TOTA!


305/892

305de894

TOTA!


306/892

306de894

TOTA!


307/892

307de894

TOTA!


308/892

308de894

TOTA!


309/892

309de894

TOTA!


310/892

310de894

TOTA!


311/892

311de894

TOTA!


312/892

312de894

TOTA!


313/892

313de894

TOTA!


314/892

314de894

TOTA!


315/892

315de894

TOTA!


316/892

316de894


317/892

TOTA!

&2.&3,&5

&3 1 GF


318/892

318de894

TOTA!


319/892

319de894

TOTA!


320/892

320de894

TOTA!

K3 1ER PISO


321/892

321de894

TOTA!


322/892

322de894


323/892

TOTA!


324/892

324de894


325/892

TOTA!


326/892

326de894

TOTA!

K3 2= GF


327/892

327de894

TOTA!


328/892

328de894

TOTA!


329/892

329de894

TOTA!

K2 2 = GF

A

##):+$1.#*

2#0:,0*.#*

metrado real -meta.victor

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