02 Especificaciones Mirador Siete Vueltas

8/19/2019 02 Especificaciones Mirador Siete Vueltas

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ESPECIFICACIONES TECNICAS

EXPEDIENTE

TECNICO ESCRIBA EL TÍTULO DEL DOCUMENTO

CONTENIDO

CONTENIDO.............................................................................................................................1

I. ESPECIFICACIONES TECNICAS POR PARTIDAS..........................................2

02.0 MIRADOR SIETE VUELTAS.....................................................................2

02.01OBRAS PROVISIONALES, TRABAJOS PRELIMINARES........................2

02.01.01 OBRAS PRELIMINARES.................................................................2

02.01.01.01 ALMACEN, OFICINA Y GUARDIANIA........................................2

02.01.01.02 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60m x 2.40m

GIGANTOGRAFIA!...........................................................................................2

02.01.01.03 SERVICIOS "IGIENICOS DE OBRA.........................................3

02.01.01.04 CERCO CON ARPILLERA #$3.00 m........................................3

02.01.02 OBRAS PRELIMINARES.................................................................3

02.01.02.01 LIMPIE%A Y CORTE DE MONTE...............................................3

02.01.02.02 MOVILI%ACION Y DESMOVILI%ACION DE MA&UINARIA PESADA

4

02.01.02.03 E'CAVACION Y NIVELACION DE TERRENO NATURAL CON

E&UIPO PESADO..............................................................................................(

02.01.02.04 ELIMINACION DE MATERIAL CON MA&UINARIA PESADA D$1 )M

6

02.01.02.0( TRA%O, NIVELES Y REPLANTEO PRELIMINAR......................6

02.01.02.06 TRA%O, NIVELES Y REPLANTEO DURANTE LA EJECUCION DE LA

OBRA *

02.01.02.0* LIMPIE%A PERMANENTE DE LA OBRA...................................*

02.02ESTRUCTURAS....................................................................................... +

02.02.01 MOVIMIENTO DE TIERRAS...........................................................+

02.02.01.01 E'CAVACION MANUAL DE %ANJAS PARA CIMIENTOS CORRIDOS

"$0.60m +

02.02.01.02 ELIMINACION MATERIAL E'CEDENTE EN BUGUIESD$30 m!

+


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02.02.01.03 ELIMINACION DE MATERIAL E'EDENTE CON E&UIPO "ASTA D$1

)M

02.02.02 CIMIENTOS CORRIDOS.................................................................

02.02.02.01 CONCRETO CIMIENTOS CORRIDOS ME%CLA 1-10 CEMENTO"ORMIGON 30/ PIEDRA GRANDE.................................................................

02.02.03 MUROS...........................................................................................

02.02.03.01 MURO DE MAMPOSTERIA DE PIEDRA E$0.40 M, APAREJO

RUSTICO, ME%CLA 1-( CALARCILLA,GIGANTON.........................................

02.02.03.02 MURO DE MAMPOSTERIA DE PIEDRA E$0.60 M, APAREJO

RUSTICO, ME%CLA 1-( CALARCILLA, GIGANTON......................................10

02.02.03.03 CLAVOS DE PIEDRA DE 4 ' 1.00 M......................................10

02.02.04 ESTRUCTURAS DE MADERA......................................................10

02.02.04.01 VIGA DE MADERA DE + ' +' 1.40 M.,PARA VANO............10

02.02.04.02 VIGA DE MADERA ROLLI%O DE + ' .40 M........................10

02.02.04.03 VIGA DE MADERA ROLLI%O DE 4 ' 4.00 M.........................10

02.02.04.04 ARMADO DE CORREAS DE MADERA ROLLI%O DE 2'10. 11

02.03AR&UITECTURA....................................................................................12

02.03.01 COBERTURAS..............................................................................12

02.03.01.01 COBERTURA CON "OJAS DE PALMERA..............................12

02.03.02 VEREDAS......................................................................................12

02.03.02.01 SARDINELES DE CONCRETO DE $1*( 5m2, DE 1( ' 40 m.

12

02.03.02.02 ENCOFRADO Y DESENCOFRADO NORMAL EN SARDINELES

12

02.03.02.03 PERFILADO Y COMPACTADO PARA VEREDAS....................13

02.03.02.04 EMPEDRADO PARA PISOS 7$0.1(m....................................13

02.03.02.0( CONCRETO $1*( 5m2, PARA VEREDAS E$(CM.........14

02.03.02.06 PISO DE LAJA DE PIEDRA EN VEREDAS..............................1(

02.03.02.0* JUNTAS DE DILATACION ME%CLA BREA Y ARENA E$1......16

02.03.03 BANCOS DE PIEDRA...................................................................16

02.03.03.01 BANCO DE PIEDRA, L$(.00M., ACABADO RUSTICO, ME%CLA 1-(

CEMENTOARENA..........................................................................................16

02.03.04 BARANDAS...................................................................................1*

02.03.04.01 INSTALACION DE BARANDAS DE METAL.............................1*

02.04FLETE TERRESTRE...............................................................................1*

02.03.04.02 FLETE TERRESTRE EC"ARATI C"ACO ROSARIO............1*


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I.ESPECIFICACIONES TECNICAS POR PARTIDAS

2.0 MIRADOR SIETE VUELTAS

2.1 OBRAS PROVISIONALES, TRABAJOS PRELIMINARES

2.1.1 OBRAS PRELIMINARES

2.1.1.1 ALMACEN, OFICINA Y GUARDIANIA

DESCRIPCION

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EJECUCION

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2.1.1.2 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60m x 2.40m

GIGANTOGRAFIA!

DESCRIPCION


4/27

EXPEDIENTE


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2.1.1.3 SERVICIOS "IGIENICOS DE OBRA

DESCRIPCI#N

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6/27

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2.1.2.2 MOVILI(ACION Y DESMOVILI(ACION DE MA*UINARIA PESADA

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7/27

EXPEDIENTE


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8/27

EXPEDIENTE


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2.1.2.3 E+CAVACION Y NIVELACION DE TERRENO NATURAL CON E*UIPO

PESADO

DESCRIPCI#N

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9/27

EXPEDIENTE


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DESCRIPCI#N

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10/27

EXPEDIENTE


CONDICIONES DE PAGO

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2.1.2.- TRA(O, NIVELES Y REPLANTEO PRELIMINAR

DESCRIPCION

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ALCANCE

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METODO DE MEDICION

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BASES DE PAGO

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11/27

EXPEDIENTE


2.1.2.6 TRA(O, NIVELES Y REPLANTEO DURANTE LA EJECUCION DE LA

OBRA

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ALCANCE

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METODO DE MEDICION

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BASES DE PAGO

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2.1.2. LIMPIE(A PERMANENTE DE LA OBRA

DESCRIPCION

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METODO DE TRA(ADO

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12/27

EXPEDIENTE


BASE DE PAGO

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13/27

EXPEDIENTE


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ALCANCE

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METODO DE MEDICION

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2.2.1.3 ELIMINACION DE MATERIAL E+EDENTE CON E*UIPO "ASTA D&1

M

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EXPEDIENTE


2.2.2.1 CONCRETO CIMIENTOS CORRIDOS ME(CLA 1'10 CEMENTO

"ORMIGON 30 PIEDRA GRANDE

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MEDICION DE LA PARTIDA.

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BASES DE PAGO

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2.2.3 MUROS

2.2.3.1 MURO DE MAMPOSTERIA DE PIEDRA E&0.40 M, APAREJO RUSTICO,

ME(CLA 1'- CALARCILLA, GIGANTON

DESCRIPCION

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15/27

EXPEDIENTE


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ME(CLA 1'- CALARCILLA, GIGANTON

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16/27

EXPEDIENTE


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2.2.4 ESTRUCTURAS DE MADERA

2.2.4.1 VIGA DE MADERA DE 87 + 87+ 1.40 M.,PARA VANO

2.2.4.2 VIGA DE MADERA ROLLI(O DE 87 + 9.40 M.

2.2.4.3 VIGA DE MADERA ROLLI(O DE 47 + 4.00 M.

DESCRIPCI#N

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PROCEDIMIENTO CONSTRUCTIVO

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17/27

EXPEDIENTE


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2.2.4.4 ARMADO DE CORREAS DE MADERA ROLLI(O DE 27+10:

DESCRIPCION.

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PROCESO CONSTRUCTIVO.

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18/27

EXPEDIENTE


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BASES DE PAGO.

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19/27

EXPEDIENTE


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2.3.2.2 ENCOFRADO Y DESENCOFRADO NORMAL EN SARDINELES

DESCRIPCION.

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PROCESO CONSTRUCTIVO.

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E; 57;7:>@, @>? 8:m>? ;8 :?7 #>?=> 7 7@ 8;:7=8 ?7 #>> 7;


20/27

EXPEDIENTE


L> ;< ? 98: 7;8:>: 7; @>? 8@m;>? m7;=8. E@ :7> @=:>.

BASES DE PAGO.

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2.3.2.3 PERFILADO Y COMPACTADO PARA VEREDAS

DESCRIPCION

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7x>>? : :7;>? ;7@>?.

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21/27

EXPEDIENTE


8@m;> @=:>.

BASES DE PAGO.P:7> ;?97; 8? 7 :7>@>? @>? 7:>8;7? ?7 9:87 >@8:>: @8? m7=:8? >:> 98?K :7>@>: @8? 9>58? 8::7?98; 7?=> 9>:=.

2.3.2.4 EMPEDRADO PARA PISOS &0.1-m.

DESCRIPCI#N

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22/27

EXPEDIENTE


2.3.2.- CONCRETO ?:=&1- @=m2, PARA VEREDAS E&-CM

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: 7: @> ;8:m> ASTM C*0.

B. RESISTENCIA Y DOSIFICACI#N.


23/27

EXPEDIENTE


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24/27

EXPEDIENTE


2.3.2.6 PISO DE LAJA DE PIEDRA EN VEREDAS

DESCRIPCI#N.C8m9:7; 8@8>; >? ?8? 8;=:>9>?8? 7; 5:>? 7?8

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ALCANCES.

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25/27

EXPEDIENTE


M)TODO DE EJECUCI#N

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8::7=> 77;.

2.3.3 BANCOS DE PIEDRA

2.3.3.1 BANCO DE PIEDRA, L&-.00M., ACABADO RUSTICO, ME(CLA 1'-

CEMENTOARENA

DESCRIPCION

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CONTROL DE CALIDAD

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26/27

EXPEDIENTE


DESCRIPCI#N'

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METODOS DE MEDICION

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27/27

EXPEDIENTE


ALCANCE

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METODO DE MEDICION

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Documents

02 Especificaciones Mirador Siete Vueltas