09. Especificaciones Técnicas-posta

MUNICIPALIDAD DISTRITAL DE CATILLUC

UNIDAD DE ESTUDIOS Y PROYECTOS

ESPECIFICACIONES TÉCNICAS " MEJORAMIENTO Y AMPLIACIÓN DEL SERVICIO DE SALUD EN EL PUESTO DE

SALUD DE QUILCATE ALTO – CENTRO POBLADO DE QUILCATE, DISTRITO DE CATILLUC – SAN MIGUEL - CAJAMARCA"

ÍNDICE GENERAL 1 OBRAS PROVISIONALES Y TRABAJOS PRELIMINARES........... ..................................12 1.1 CONSTRUCCIONES PROVISIONALES............... ........... .......... ........... ..........................12 1.1.1 INSTALACIÓN PROVISIONAL Y SUMINISTRO DE AGUA PARA LA CONSTRUCCIÓN 12 1.1.2 ALMACÉN, OFICINA Y CASE TA DE GUARDIANÍA.......................................................12 1.1. CARTEL DE IDENTIFICACIÓN DE OBRA .!" #2.$"....................................................1 1.1.$ CERCO PROVISIONAL DE OBRA.................................................................................1 1.1.% TRANSPORTE DE EQUIPO Y MAQUINARIA...............................................................1$ 1.2 TRABAJOS PRELIMINARES........ ........... .......... ........... .......... ........... .......... ........... ........14 1.2.1 1.2.2 1.2. 1.2.$

DEMOLICIÓN DE ESTRUCTURA E#ISTENTE.............................................................1$ CONFORMACION DE E#PLANACION &ASTA NIVEL REQUERIDO...........................1% ELIMINACIÓN DE DEMOLICIONES C'VOLQUETE Y CARGADOR FRONTAL...........1! SE(ALI)ACION TEMPORAL DE SEGURIDAD.............................................................1*

2 CERCO PERIMÉTRICO.......... .......... ........... .......... ........... .......... ....................................... 17 2.1 ESTRUCTURAS.......... ........... .......... ........... .......... ........... .......... ........... .......................... 17 2.1.1 ESTRUCTURAS DE CERCO PERIMETRICO...............................................................1* 2.1.2 ESTRUCTURAS MURO DE CONTEN CION..................................................................2* 2.1. CARPINTERÍA MET+LICA.............................................................................................2* 2.2 ARQUITECTURA.......... ........... .......... ........... .......... ........... .......... ........... .......... ........... .... 3 2.2.1 MUROS Y TABIQUES DE ALBA(ILERÍA......................................................................1 2.2.2 REVOQUES Y REVESTIMIENTOS................................................................................2 2.2. PINTURA........................................................................................................................ 2.3 VARIOS............. ........... .......... ........... .......... ........... .......... ........... .......... ........... ........... ..... 3! 2..1 JUNTA DE CONSTRUCCION CON TENOPORT........................................................% 2..2 CURADO DE OBRAS DE CONCRETO.........................................................................!

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3 BLOQUE A................. .......... ........... .......... ........... .......... ........... .......... ............................... 37 3.1 TRABAJOS PRELIMINARES........ ........... .......... ........... .......... ........... .......... ........... ........37 .1.1 LIMPIE)A DE TERRENO MANUAL...............................................................................* .1.2 TRA)O, NIVELES Y REPLANTEO PRELIMINAR..........................................................* .1. TRA)O, NIVELES Y REPLANTEO PRELIMINAR..........................................................* 3.2 MOVIMIENTO DE TIERRAS......... .......... ........... .......... ........... .......... ........... .......... ..........37 .2.1 .2.2 .2. .2.$ .2.%

E#CAVACIÓN PARA )APATAS......................................................................................* E#CAVACIÓN PARA VIGAS DE CIMENTACIÓN........................................................... RELLENO COMPACTADO CON AFIRMADO EN BASE DE FALSO PISO E".1% M... ELIMINACIÓN MAT. E#CEDENTE EN CARRETILLA /DIST. APRO#. %" M.0............... ELIMINACIÓN DE MAT. E#CEDENTE C'VOLQUETE Y CARGADOR FRONTAL........

3.3 OBRAS DE CONCRETO SIMPLE........ .......... ........... .......... ........... .......... ........... ............4 ..1 ..2 .. ..$

SOLADO EN )APATAS, ME)CLA112 /C&0 E".1" M.... .............................................$" SOLADO EN VIGAS DE CIMENTACION, ME)CLA 112 /C&0 E".1" M....................$" CONCRETO EN SOBRECIMIENTOS 132%4 PM E "." M.....................................$" ENCOFRADO Y DESENCOFRADO DE SOBRECIMIENTOS.......................................$"

3.4 OBRAS DE CONCRETO ARMADO......... .......... ........... .......... ........... .............................4 .$.1 .$.2 .$. .$.$

)APATAS.........................................................................................................................$" VIGAS DE CIMENTACIÓN.............................................................................................$" COLUMNAS....................................................................................................................$" VIGAS.............................................................................................................................$1

.$.% COLUMNETAS...............................................................................................................$1 .$.! VIGAS DE CONFINAMIENTO........................................................................................$1 .$.* LOSAS ALIGERADAS....................................................................................................$2 3.! JUNTAS DE CONSTRUCI%N............. .......... ........... .......... ........... .......... ........... ..............43 .%.1 JUNTAS DE CONSTRUCIÓN DE TECNOPOR.............................................................$ 3.& MUROS Y TABIQUES DE ALBA'ILERÍA.......... .......... ........... .......... ........... .......... .........43 .!.1 MURO DE LADRILLO .. DE ARCILLA DE CABE)A, ME)CLA 1% /C A0.................$ .!.2 MURO DE LADRILLO .. DE ARCILLA DE SOGA, ME)CLA 1% /C A0.....................$$ 3.7 REVOQUES ENLUCIDOS Y MOLDURAS................ ........... .......... ........... ...................... 4! .*.1 TARRAJEO RAYADO PRIMARIO, E1.% CM, ME)CLA 1%..........................................$% .*.2 TARRAJEO EN INTERIORES, ME)CLA 1% /C A0.......................................................

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TARRAJEO DE MUROS E#TERIORES, E1.% CM, ME)CLA 1%................................$! TARRAJEO DE VIGAS, E1.% CM, ME)CLA 1%...........................................................$! VESTIDURA DE DERRAMES EN PUERTAS, VENTANAS Y VANOS...........................$ CERRAMIENTO DE DRY5ALL - GYPLAC MM PARA ESTRUCTURA DE MADERA $

3.( CIELORRASO............. .......... ........... .......... ........... .......... ........... .......... ........................... 4) ..1 CIELORRASOS CON ME)CLA DE CEMENTO -ARENA CA 1%.................................$ 3.) PISOS Y PAVIMENTOS.................. .......... ........... .......... ........... .......... ........... .................. ! ..1 PISO CER+MICO ALTO TR+NSITO ".$" # ".$" CM COLOR BEIGE..........................%" ..2 PISO CER+MICO "." # "." CM DE COLOR BEIGE ANTIDESLI)ANTE..................%1 .. CONTRAPISO E % MM..................................................................................................%2 3.1 *%CALOS Y CONTRA*OCALOS......... ........... .......... ........... .......... ........... ...................!2 .1".1 CONTRA)ÓCALO SANITARIO TERRA)O PULIDO &".1".......................................% .1".2 )ÓCALO CER+MICO VITRIFICADO "." #"." % &ILERAS.....................................%$ 3.11 COBERTURA....... .......... ........... .......... ........... .......... ........... .......... ................................ !! .11.1 COBERTURA TEJA ANDINA........................................................................................%% 3.12 CARPINTERÍA DE MADERA.......... .......... ........... .......... ........... .................................... !! .12.1 PUERTAS DE MADERA ENTABLERADA DE CEDRO................................................%! .12.2 MAMPARAS DE ALUMINIO CON VIDRIO FIJO PAVONADO.....................................%* .12. VENTANAS CON PERFILES DE ALUMNIO CON PUERTAS PIVOTANTES..............% 3.13 CERRAJERÍA.... .......... ........... .......... ........... .......... ........... .......... ........... .......... .............. !( .1.1 BISAGRA CAPUC&INA ALUMINI)ADA DE $6 # $6.............. .......................................% .1.2 CERRADURA TRES GOLPES PARA PUERTA ENTABLERADAS DE CEDRO..........% .1. CERRADURA DE PERILLA PARA PUERTAS CONTRAPLACADAS..........................% 3.14 VIDRIOS+ CRISTALES Y SIMILARES............... .......... ........... .......... ........... .................. & .1$.1 VIDRIO CRUDO FIJO !MM PAVONADO.....................................................................!" .1$.2 VENTANAS VIDRIO CRUDO FIJO !MM PAVONADO.................................................!1 .1$. MAMPARAS DE ALUMINIO CON VIDRIO FIJO PAVONADO.....................................!1 3.1! PINTURA........ ........... .......... ........... .......... ........... .......... ........... .......... ........................... &2 .1%.1 PINTURAS L+TE# VINILICO COLOR EN MUROS INTERIORES..............................!2 .1%.2 PINTURAS L+TE# VINILICO COLOR EN MUROS E#TERIORES.............................!$ .1%. PINTURAS L+TE# VINILICO PARA CIELORRASOS..................................................!$ EPEDIENTE É C NI CO

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.1%.$ PINTURAS EN CARPINTERÍA DE MADERA C'BARNI) 2 MANOS............................!$ 4 BLOQUE B........ .......... ........... .......... ........... .......... ........... .......... ........... ............................. &! 4.1 TRABAJOS PRELIMINARES........ ........... .......... ........... .......... ........... .......... ........... ........&! $.1.1 DE TERRENO MANUAL...............................................................................!% $.1.2 LIMPIE)A TRA)O, NIVELES Y REPLANTEO PRELIMINAR..........................................................!% $.1. TRA)O, NIVELES Y REPLANTEO PRELIMINAR..........................................................!% 4.2 MOVIMIENTO DE TIERRAS......... .......... ........... .......... ........... .......... ........... .......... ..........&! $.2.1 $.2.2 $.2. $.2.$ $.2.%

E#CAVACIÓN PARA )APATAS......................................................................................!% E#CAVACIÓN PARA VIGAS DE CIMENTACIÓN...........................................................!% RELLENO COMPACTADO CON AFIRMADO EN BASE DE FALSO PISO E".1% M...!% ELIMINACIÓN MAT. E#CEDENTE EN CARRETILLA /DIST. APRO#. %" M.0...............!% ELIMINACIÓN DE MAT. E#CEDENTE C'VOLQUETE Y CARGADOR FRONTAL........!%

4.3 OBRAS DE CONCRETO SIMPLE........ .......... ........... .......... ........... .......... ........... ............&! $..1 $..2 $.. $..$ $..%

SOLADO EN )APATAS, ME)CLA112 /C&0 E".1" M.... .............................................!% SOLADO EN VIGAS DE CIMENTACION, ME)CLA 112 /C&0 E".1" M....................!% CONCRETO EN SOBRECIMIENTOS 132%4 PM E "." M.....................................!! ENCOFRADO Y DESENCOFRADO DE SOBRECIMIENTOS.......................................!! CONCRETO EN FALSO PISO ME)CLA 1 /C&0........................................................!!

4.4 OBRAS DE CONCRETO ARMADO......... .......... ........... .......... ........... .............................&& $.$.1 )APATAS.........................................................................................................................!! $.$.2 $.$. $.$.$ $.$.% $.$.! $.$.*

VIGAS DE CIMENTACIÓN.............................................................................................!! COLUMNAS....................................................................................................................!! VIGAS.............................................................................................................................!! COLUMNETAS...............................................................................................................!* VIGAS DE CONFINAMIENTO........................................................................................!* LOSAS ALIGERADAS....................................................................................................!*

4.! JUNTAS DE CONSTRUCI%N............. .......... ........... .......... ........... .......... ........... ..............&7 $.%.1 JUNTAS DE CONSTRUCIÓN DE TECNOPOR.............................................................! 4.& MUROS Y TABIQUES DE ALBA'ILERÍA.......... .......... ........... .......... ........... .......... .........&( $.!.1 MURO DE LADRILLO .. DE ARCILLA DE CABE)A, ME)CLA 1% /C A0.................! $.!.2 MURO DE LADRILLO .. DE ARCILLA DE SOGA, ME)CLA 1% /C A0.....................!


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4.7 REVOQUES ENLUCIDOS Y MOLDURAS................ ........... .......... ........... ...................... &( $.*.1 $.*.2 $.*. $.*.$ $.*.% $.*.!

TARRAJEO RAYADO PRIMARIO, E1.% CM, ME)CLA 1%..........................................! TARRAJEO EN INTERIORES, ME)CLA 1% /C A0.......................................................! TARRAJEO DE MUROS E#TERIORES, E1.% CM, ME)CLA 1%................................! TARRAJEO DE VIGAS, E1.% CM, ME)CLA 1%...........................................................! VESTIDURA DE DERRAMES EN PUERTAS, VENTANAS Y VANOS...........................! CERRAMIENTO DE DRY5ALL - GYPLAC MM PARA ESTRUCTURA DE MADERA !

4.( CIELORRASO............. .......... ........... .......... ........... .......... ........... .......... ........................... &( $..1 CIELORRASOS CON ME)CLA DE CEMENTO -ARENA C A 1%.................................! 4.) PISOS Y PAVIMENTOS.................. .......... ........... .......... ........... .......... ........... .................. &( $..1 PISO CER+MICO ALTO TR+NSITO ".$" # ".$" CM COLOR BEIGE..........................! $..2 PISO PORCELANATO GRIS !"#!"CM.........................................................................! $.. PISO PARQUET.............................................................................................................*" $..$ PISO CER+MICO "." # "." CM DE COLOR BEIGE ANTIDESLI)ANTE..................*1 $..% CONTRAPISO E % MM..................................................................................................*1 4.1 *OCALOS Y CONTRA*OCALOS......... ........... .......... ........... .......... ........... ...................71 $.1".1 $.1".2 $.1". $.1".$

CONTRA)ÓCALO CER+MICO COLOR BEIGE &".1".............................................*1 CONTRA)ÓCALO PORCELANATO GRIS &".1"......................................................*2 CONTRA)ÓCALO PARQUET /MADERA0 &".1"......................................................* )ÓCALO CER+MICO VITRIFICADO "." #"." % &ILERAS.....................................*

4.11 COBERTURA....... .......... ........... .......... ........... .......... ........... .......... ................................ 73 $.11.1 COBERTURA TEJA ANDINA........................................................................................*$ 4.12 CARPINTERÍA DE MADERA.......... .......... ........... .......... ........... .................................... 74 $.12.1 PUERTAS DE MADERA ENTABLERADA DE CEDRO................................................*$ $.12.2 VENTANAS CON PERFILES DE ALUMNIO CON PUERTAS PIVOTANTES..............*$ 4.13 CERRAJERÍA.... .......... ........... .......... ........... .......... ........... .......... ........... .......... .............. 74 $.1.1 $.1.2 $.1. $.1.$

BISAGRA CAPUC&INA ALUMINI)ADA DE $6 # $6.............. .......................................*$ CERRADURA TRES GOLPES PARA PUERTA ENTABLERADA DE CEDRO.............*$ MANIJA ALUMINI)ADA EN VENTANAS......................................................................*$ CERRADURA DE PERILLA PARA PUERTAS CONTRAPLADAS...............................*$

4.14 VIDRIOS+ CRISTALES Y SIMILARES............... .......... ........... .......... ........... .................. 74 $.1$.1 VIDRIO CRUDO FIJO !MM PAVONADO.....................................................................*$ EPEDIENTE É C NI CO

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$.1$.2 VENTANAS VIDRIO CRUDO FIJO !MM PAVONADO.................................................*$ 4.1! PINTURA........ ........... .......... ........... .......... ........... .......... ........... .......... ........................... 74 $.1%.1 $.1%.2 $.1%. $.1%.$

PINTURAS L+TE# VINILICO COLOR EN MUROS INTERIORES..............................*% PINTURAS L+TE# VINILICO COLOR EN MUROS E#TERIORES.............................*% PINTURAS L+TE# VINILICO PARA CIELORRASOS..................................................*% PINTURAS EN CARPINTERÍA DE MADERA C'BARNI) 2 MANOS............................*%

! BLOQUE C........ .......... ........... .......... ........... .......... ........... .......... ........... ............................. 7! !.1 TRABAJOS PRELIMINARES........ ........... .......... ........... .......... ........... .......... ........... ........7! %.1.1 LIMPIE)A DE TERRENO MANUAL...............................................................................*% %.1.2 TRA)O, NIVELES Y REPLANTEO PRELIMINAR..........................................................*% %.1. TRA)O, NIVELES Y REPLANTEO PRELIMINAR..........................................................*%

!.2 MOVIMIENTO DE TIERRAS......... .......... ........... .......... ........... .......... ........... .......... ..........7! %.2.1 E#CAVACIÓN PARA )APATAS......................................................................................*% %.2.2 E#CAVACIÓN PARA VIGAS DE CIMENTACIÓN...........................................................*% %.2. RELLENO COMPACTADO CON AFIRMADO EN BASE DE FALSO PISO E".1% M...*% %.2.$ ELIMINACIÓN MAT. E#CEDENTE EN CARRETILLA /DIST. APRO#. %" M.0...............*% %.2.% ELIMINACIÓN DE MAT. E#CEDENTE C'VOLQUETE Y CARGADOR FRONTAL........*% !.3 OBRAS DE CONCRETO SIMPLE........ .......... ........... .......... ........... .......... ........... ............7& %..1 SOLADO EN )APATAS, ME)CLA112 /C&0 E".1" M.... .............................................*! %..2 SOLADO EN VIGAS DE CIMENTACION, ME)CLA 112 /C&0 E".1" M....................*! %.. CONCRETO EN SOBRECIMIENTOS 132%4 PM E "." M.....................................*! %..$ ENCOFRADO Y DESENCOFRADO DE SOBRECIMIENTOS.......................................*! %..% CONCRETO EN FALSO PISO ME)CLA 1 /C&0........................................................*! !.4 OBRAS DE CONCRETO ARMADO......... .......... ........... .......... ........... .............................7& %.$.1 %.$.2 %.$. %.$.$ %.$.%

)APATAS.........................................................................................................................*! VIGAS DE CIMENTACIÓN.............................................................................................*! COLUMNAS....................................................................................................................*! VIGAS.............................................................................................................................** COLUMNETAS...............................................................................................................**

%.$.! VIGAS DE CONFINAMIENTO........................................................................................** %.$.* LOSAS ALIGERADAS....................................................................................................** !.! JUNTAS DE CONSTRUCI%N............. .......... ........... .......... ........... .......... ........... ..............7(


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TRABAJOS PRELIMINARES.........................................................................................2 MOVIMIENTO DE TIERRAS..........................................................................................2 OBRAS DE CONCRETO ARMADO...............................................................................2 ALBA(ILERIA................................................................................................................. SUMINISTRO E INSTALACION DE TUBERIAS Y ACCESORIOS................................ VARIOS...........................................................................................................................

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OBRAS DE CONCRETO SIMPLE..................................................................................* OBRAS DE CONCRETO ARMADO............................................................................... MUROS Y TABIQUES DE ALBA(ILERÍA...................................................................... REVOQUES Y REVESTIMIENTOS................................................................................ ESCALERA MET+LICA TIPO GATO ACERO INO#IDABLE 16.....................................


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ESPECIFICACIONES TÉCNICAS " MEJORAMIENTO Y AMPLIACI%N DEL SERVICIO DE SALUD EN EL PUESTO DE SALUD DE QUILCATE ALTO , CENTRO POBLADO DE QUILCATE+ DISTRITO DE CATILLUC , SAN MIGUEL CAJAMARCA " UBICACI%N QUILCATE - DISTRITO DE CATILLUC , SAN MIGUEL , CAJAMARCA FEC/A

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M9:;<=8= D>?6?=8   C= ?889; - S =: M $98

ALCANCE L89 :;<9<=><9 E9:;88 H< <<; ;<8@K8;9< :8;8 8 M> ?=9>;?>@ < O;8 C@@ < :; 8;;@8 9<88. É9>89 >@<=<= ?8;?><; <=<;8  =< 99 >;@=9 =  :;< I=. S:<;@9;, H@<= <><;@=< ;<9: 8 8 ?8@8 < 9 8><;@8<9, :;?<@@<=>9  >9 < >;88. T9 9 >;889 9@= <?<:?@= 9< <9<=<;= <=>; < 89 <;<9 :;?>@?89 ?=9>;?>@89  <9>8;= 9<>9 8 8 8:;8?@=  :<=8 98>@98??@= < S:<;@9; <9>8< 8 @= < 89<;8; 9 ?;; M> ?=9>;?>@.

DEFINICIONES L89 <@=@?@=<9 9 ;<<=>< 9889 <= < ><> < 89 :;<9<=><9 <9:@=8?@=, 8 <=9 H< 9< <9>8< >; 9@=@@?8 o

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E@;9?06 E9 < ;<9:=98< < 8 ?;;8 E9 ?=9>;?>@9. I:$:60 R>:? E9 < I=<=@<; ?<@8 <=?8;8 :; < E; < 8 ;8 <= ;8 :<;8=<=><. S9<6>06 E9 8 <:;<98  89?@8?@= < <:;<989 ?=>;8>889 :; 8 E=>@8 C=>;8>8=>< :8;8 8 9:<;@9@= ?;;8 < 8 ;8. I:$:60 S9<6>06  8= O56= E9 < I=<=@<; ?<@8 <=?8;8, ?=>;8>8 :; :8;>< < 8 <=>@8 H< @=8=?@8, < <8; 8 ?;;8 M> ?=9>;?>@ < 8 ;8  < ?:@@<=> < 89 <9:?=@?89, :8=9  :;?<99 ?=9>;?>@9. P8=:0> S= 89 ;<:;<9<=>8?@=<9 ;@?89 ?8 ;<8?@= 9< :;<9<=>8 8=>8 ? :8;>< < :;. L9 :8=9 <8;89 <9:9 < @=@?@88 8 ;8, :8;8 <;8; 8 <:@?8?@=  :8;8 9>;8; ?8@9 <= < >;88, 9<;= <=@=89 P8=9 C:<<=>8;@9  @8;= 8 E; ?= 8 @98 <;K8 H< 9 :8=9 < :;, P8= 9 C=;< 8 O;8, 9= 9 H< <8;8 < <; ;8=><  <9:9 < @=8@K8; 8 ;8.


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E><;;=;0:> T;:;=> S@=@@?8 >9 9 ;9  <9>=8;<9 < M> ?=9>;?>@ H< 9< 8:@?8= 8 8 ;8. P60;?0 S@=@@?8 > < :8= < ;<8@K8?@= < 8 ;8 <:<9> <= < <:<@<=>< >?=@?, < ?8 ;8= :8;>< 89 :;<9<=><9 E9: ?=;8 :; 8 <;@8 <9?;@:>@8  < ??, <9:?=@?89, 8=8<9 < :<;8?@=  8=><=@@<=>, :8=9 < M> ?=9>;?>@ < ;8, <>;89, :;<9:<9> ;<<;<=?@8, 8=@9@9 < :; ?=9>;?>@  <9<99, <9>@ < 9<9  <9 ?<=>9 H< 8?:88= 8 E:<@<=>< T?=@?.

VALIDE* DE ESPECIFICACIONES+ PLANOS Y METRADOS E= ?89 < <@9>@; @<;<=?@8 <=>;< 8 8@9 < :;, 9 :8=9 >@<=<= 9:;<8?8 9;< 89 <9:?=@?89. L9 <>;89 9= ;<<;<=?@8<9  ?:<<=>8;@9  8 @9@= :8;?@8  >>8 < =8 :8;>@8 = @9:<=98; 8 R<9@<=>< < O;8, < 9 M> ?=9>;?>@, 9@ <9> :;<@9>8 <= 9 :8=9 ' <9:?=@?89.


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1

OBRAS PRO VISIONALES Y T RABAJOS PR ELIMINARES

1.1

1.1.1

CONSTRUCCIONES PROVISIONALES INSTALACI%N PROVISIONAL Y SUMINISTRO DE AGUA PARA LA CONSTRUCCI%N

D>;6<;: C:;<=< < 9@=@9>; < 8 I=9>88?@=, 8><;@8<9,  ?=9>;?>@ < 89 :<;8?@=<9 =8 :8;>@8. S< @=9>88; =8 >8 < 88, 8 8 ;< <=<;8 :8;8 < 9 < 89 ?=9>;??@=<9 < :;. Calidad de materiales

L8 @=9>88?@= < 88 9<; < 8><;@8 ;<9@9><=>< 8 8 @=><:<;@<. A9 @9 9 8><;@8<9 :<9>9 <= @?8 @=9>88?@= 9<;= < <=8 ?8@8. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9  

V<;@@?8; < 8; < 8 @=9>88?@=, 89 ? 8 ?8@8 < 9 8><;@8<9 < @9. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. Método de medición

S< <@; < 8=<;8 8 /G0. Base de pago

S< :88; :; 8 < 8?<; 8 8 8;@K8?@= < :;<9:<9>, 8:;88 :; < I=<=@<; S:<;@9;.

1.1.2

ALMACÉN+ OFICINA Y CASETA DE GUARDIANÍA

D>;6<;: C:;<=< 8 ?=9>;??@= :;@9@=8 < ?89<>89 < 88?=, @?@=8  8;@8=8, <= = ;<8  9@?@<=><<=>< ?8  ?<;?8=8 8 8 <@@?8?@=, ?= 8 @=8@8 < 889>8 ?= 9 8><;@8<9 H< 9< ;8; >89 89 ?;@=8?@=<9 >?=@?89 <=>;< < I=<=@<; R<9@< =><  S:<;@9; < O;8,  ><=<; 8 ?9>@8 <= 89 ;89 <;8 < >;88 >89 89 <;;8@<=>89, 8><;@8<9  . Calidad de materiales

L8 ?=9>;??@= :;@9@=8 < <9>89 @=9>88?@=<9 <9>8; 9<>8 8 9 ;9 =@9 < ?8@8. A9 @9 9 8><;@8<9 :<9>9 <= @?8 @=9>88?@= 9<;= < <=8 ?8@8. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9


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V<;@@?8; < 8; < 8 @=9>88?@=, 89 ? 8 ?8@8 < 9 8><;@8<9 < @9. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. Método de medición

S< <@; :; <>; ?8;8 /20. Base de pago

E :8 ?=9>@>@; 8 ?:<=98?@= >>8 :; 8= < ;8, 8><;@8<9, <;;8@<=>89  >;9 89>9 ;<8?@=89 ?= 8 :8;>@8, ?=;< 8 :;<9:<9> ?=>;8>8, :;<@8 8:;8?@= < 8 9:<;@9@=.

1.1.3

CARTEL DE IDENTIFICACI%N DE OBRA 3.&2.4

D>;6<;: C:;<=< < 9@=@9>; < 8 8= < ;8, 8><;@8<9,  ?=9>;?>@ < 89 :<;8?@=<9 =8 :8;>@8. S< 8;@?8;  ??8; = ?8;>< <= = 8; @9@< < 8 K=8 < :;. L89 @<=9@=<9 < ?8;>< 9<;= < .!"  2.$" , ??8 8 =8 8>;8 < 2.%" . E9>< ?8;>< 9<; < 8<;8 ?= = 8==<; <= < H< << @=@?8; ?8; 8<=>< < =;< < :;, < >@<: < ;8?@= < 8 ;8, < => < ?=>;8>, < =;< < 8 <=>@8, < =;< < <;  < 8 9:<;@9@=. AI >;@= < 8 ;8 @? ?8;>< H<8; <= :<; < 8 E=>@8. Calidad de materiales

E ?8;>< < ;8 9<; < 8><;@8 ;<9@9><=>< 8 8 @=><:<;@<. A9 @9 9 8;?9  89>@;<9 9<;= < 8<;8 < <=8 ?8@8. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9  

V<;@@?8; 898@<=9@=<9 < ?8;><, 8 ?8@8 < 8><;@8 < @9. S:<;@98; ?;;8 8:@?8?@= < 89 9 ? >9 < >;88 8?<:>89. Método de medición

S< <@; :; < >>8 <= =@8 /=.0. Base de pago

E :8 9<; :; =@8 < ?8;>< /=.0 <= 8 :;@<;8 8;@K8?@=, :;<@8 8:;8?@= < S:<;@9;.

1.1.4

CERCO PROVISIONAL DE OBRA

D>;6<;: C:;<=< 8 ?=9>;??@= :;@9@=8 < = ?<;? < ==, <= > < :<;<>; < ><;;<=, ?= 8 @=8@8 < ><=<; ?@<;>8 ?=@<=?@8@8  = ;<98; <= 89 <>8:89 < ?=9>;??@=.


P#1$4.


UNIDAD DE ESTUDIOS Y PROYECTOS Calidad de materiales

L8 ?=9>;??@= :;@9@=8 < <9>< ?<;? < == <9>8; 9<>8 8 9 ;9 =@9 < ?8@8. A9 @9 9 8><;@8<9 :<9>9 <= @?8 @=9>88?@= 9<;= < <=8 ?8@8 <  H< = 9<8= ?@<=>< 889. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9  

V<;@@?8; < :;?<9 < ?=9>;??@=, 89 ? 8 ?8@8 < 9 8><;@8<9 < @9. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. Método de medición

S< <@; :; <>; @=<8 /0. Base de pago

S< :88; :; <>; @=<8 < ?<;?, 8:;8 :; < I=<=@<; S:<;@9;.

1.1.!

TRANSPORTE DE E QUIPO Y MAQUINARIA

D>;6<;: E C=>;8>@9>8, <<; ;<8@K8; < >;88 < 9@=@9>;8;, ;<=@;  >;8=9:;>8; > < 89 =8; 8 ;8, ?= 8 <@8 8=>@?@:8?@= 8 9 9 <= ;8, < >8 8=<;8 H< = <=<;< 8>;89 <= 8 <
D;8=>< 8 <;889, < 9:<;@9; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 

V<;@@?8; < :;?<9 < >;8=9:;><, 89 ? < <9>8 < 9
S< <@; < 8=<;8 8 /G0. Base de pago

S< :88; :; 8 < 8?<; 8 8 8;@K8?@= < :;<9:<9>, 8:;88 :; < I=<=@<; S:<;@9;.

1.2

TRABAJOS PRELIMINARES


P#1$!.



1.2.1

DEMOLICI%N DE E STRUCTURA EISTENTE

D>;6<;: C:;<=< 8 <@@=8?@= < 8H<89 ?=9>;??@=<9 H< 9< <=?<=>;<= <=>; < ;<8 < ><;;<= <9>@=88 8 8 ?=9>;??@=  H< =< 88 H< <@@=8;9< :8;8 < :;?<9 < 9 >;889 8 <8;9<. P8;8 8 <89 <<= < 9<; @;@@89 :; :<;9=8 ?:<><=><, :;<=@9 ?= 89 9<;@8<9 < ?89, 9<8= <9>9 ?89?9 < :;>;8 < :  < 9 889, < 9 < ?88 >@: < <;;8@<=>8  8H@=8 << 9<; 9<<;9>@?89 < <<<=> 8 <<;. E=  :9@< 9< <@>8; 8 :8;<8 <?<9@8 8:@?8= = ?=<=@<=>< 9@9><8 < ;<8. Calidad de materiales

L89 <;;8@<=>89  8;= <= :<;89 ?=@?@=<9 < :<;8?@= :8;8 ;<8@K8; 9 >;889 ;<9:@9. Sistema de control de calidad

E 9:<;@9; <;@@ ?8; 8 ?8@8 < 89 <;;8@<=>89  <9 < @=@?@8; 9 >;889 ?;;<9:=@<=><9. Método de medición

S< ?8=>@@?8; < 8?<; 8 <= < 8 ;8 8 <<; /0. Base de pago

S< :88; 8 :;8;@ ?=9@<;8 <= < :;<9:<9>, =8 <=@=9< H< @? :;@>< ?:<=98?@= >>8 :; 8 8= < ;8, @=?@ <<9 9?@8<9, 8><;@8<9, 89, @:;<@9>9  > 89> H< 88 9@ =8; :8;8 < >>8 ?:@@<=> < 8 ;8

1.2.2

CONFORMACION DE E PLANACION /ASTA NIVEL REQUERIDO Descripción

S< ;<@<;< 8 9 >;889 =<9 =@<<9 H< 9< :;<9<=>8= <= < ;<8 < :;, <9>9 =@<<9 <<= 9<; >8<9 H< <<= ?=?;8; ?= 9 =@<<9 < ><;;<= =8>;8 < 9 @<;99 <>8<9 < :@99 H< 9< :;<9<=>8= <= < :;, 9 >;889 9<;= ;<8@K89 ?= 8H@=8;@8 :<988 >8  ? 9< ?=9@<;8 <= < ;<9:@ 8=@9@9 < ?9>9 =@>8;@9 < <9>8 :8;>@8W ?=9@<;8= = :;?<=>8< < <= < ?;>< <= ;8 8=8 <= 89 K=89 H< @:@<= 8 ;<8@K8?@= < >;88 ?= 8H@=8;@8. E 8><;@8 :;<=@<=>< < ?;>< <<; 9<; ;<>@;8 < ;8  ?=;< 8 89 @=@?8?@=<9 < I=<=@<; I=9:; 9< <9 8><;@8 9<>  @=<9>8< H< = 9< ?:8?>< ?@<=><;@8 ;=@?  <<<=>9 <>;89 H< ?=;<= 

P#1$&.



Calidad de los materiales

L9 <;@8<9 8 >@@K8;9< :8;8 8 <?88?@= <= ><;;<= =;8 <9>8;= <= <=89 ?=@?@=<9 :8;8 9 9 8
D;8=>< 8 <;889, < 9:<;@9; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

V<;@@?8; 89 @<=9@=<9  =@< < <:=8?@= <9>= < 8?<; 8 9 :8=9 S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 ?=>;<9 < 9<;@8 < >;88.

Método de medición

L8 <@?@= 9<; :; <>; ?X@? < >@<;;8 / 0. Base de pago

E :8 9< ;<8@K8; :; <>; ?X@? < <?88?@= < 8?<; 8 :;8;@ <9:
1.2.3

ELIMINACI%N DE DEMOLICIONES CVOLQUETE Y CARGADOR FRONTAL

D>;6<;: C:;<=< 8 8 <@@=8?@= < 8><;@8 :;?> < 89 <@?@=<9. S< << 88?<=8; <= =>?9 < 9< <= @?8?@=<9 8:;:@889. C?8; < 8><;@8 <?88  >;9 8><;@8<9, 8 =8 @9>8=?@8 9@?@<=>< < ;< < ?8H@<; <?88?@=, :8;8 :;<<=@; 9 ?88  <9@K8@<=> <=>; < 8 <?88?@=  :8;8 <@>8; < ?8:9 < 8 :8;< < 8 <?88?@=. N H<8; <;<89  ?8<9 ?= @?9 =>?9  8><;@8<9. S< << >;8=9:;>8;  <@@=8; < <9=><, 8><;@8 <?88 9;8= >< H< = 9<8 8:;:@8 :8;8 < ;<<= < K8=89, <= H<><9 8 =8 @?8?@= < <9;@K88 <;8 < ;<8 < T;88. E ?8; < 8><;@8 8?@8 < H<>< 9<; ?= = ?8;8; ;=>8, 9>< 8><;@8 9<; ?=?@  <@@=8 <= =8 K=8 8>;@K88. Calidad de materiales

L89 <;;8@<=>89  8;= <= :<;89 ?=@?@=<9 < :<;8?@= :8;8 ;<8@K8; 9 >;889 ;<9:@9. Sistema de control de calidad

E 9:<;@9; <;@@ ?8; 8 ?8@8 < 89 <;;8@<=>89  <9 < @=@?@8; 9 >;889 ?;;<9:=@<=><9. Método de medición

S< ?8=>@@?8; < 8?<; 8 <= < 8 ;8 8 <<; /0.


P#1$7.


UNIDAD DE ESTUDIOS Y PROYECTOS Base de pago

S< :88; 8 :;8;@ ?=9@<;8 <= < :;<9:<9>, =8 <=@=9< H< @? :;@>< ?:<=98?@= >>8 :; 8 8= < ;8, @=?@ <<9 9?@8<9, 8><;@8<9, 89, @:;<@9>9  > 89> H< 88 9@ =8; :8;8 < >>8 ?:@@<=> < 8 ;8.

1.2.4

SE'ALI*ACION TEMPORAL DE SE GURIDAD

D>;6<;: C:;<=< 9 >;889 < 9@=@9>;  ??8?@= < ?8;><<9 :8;8 8 9<8@K8?@=. L89 <9:<9 8 <9>< ;;, 9<;= :;:;?@=889 :; < 8;@?8=><,  9< ??8;= < 8?<; 8 9 :8=9 ;<9:@9W 89 H< <<;= 9<@;9< @<<=><. C8H@<; ?8@  @==8?@= < 9 <9:;. Calidad de materiales

L9 ?8;><<9 <<= 9<; < <=8 ?8@8,  <= <9>8 :>@. Sistema de control de calidad

E 9:<;@9; <;@@?8; 8 ?8@8 < 9 8><;@8<9  8 @9:9@?@= <= 8 ;8. Método de medición

S< <@; < 8=<;8 8 /G0. Base de pago

S< :88; :; 8 < 8?<; 8 8 8;@K8?@= < :;<9:<9>, 8:;88 :; < I=<=@<; S:<;@9;.

2

CERCO P ERIMÉTRICO

2.1

ESTRUCTURAS

2.1.1 2.1.1.1 2.1.1.1.1

ESTRUCTURAS DE CERCO PERIMETRICO TRABAJOS PRE LIMINARES LIMPIE*A DEL TE RRENO MA NUAL

Descripción

C=9@9>< <= @:@8; < ;<8 <9@=88 :8;8 < :;, < >9 9 ;<9, 8;9>9,  <9 <<>8?@=, 9>?9, 89;8 < @=?9@< <98;;8@8@<=> < =<9  ;<>@; < >9 9 8><;@8<9 @=9<;@<9 H< ;<9><= < 8 @:@8?@=. U=8 ;88 9< 8; @=@?@ ?= 9 >;889 < ?=<@=.


P#1$(.


UNIDAD DE ESTUDIOS Y PROYECTOS Calidad de los materiales

L89 <;;8@<=>89 8=8<9 8 >@@K8;9< :8;8 8 @:@<;;<= <9>8;= <= <=89 ?=@?@=<9 :8;8 9 9 8




D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 V<;@@?8; H< > < ><;;<= 9< <=?<=>;< @;< < > <<<=> H< :<8 ?898; @:<@ <=> <= < ;<:8=><  8 <8 8:@?8?@= < 9 >9 < >;88 8?<:>89. Método de medición

L8 =@8 < <@8 9<; < <>; ?8;8 / 20. Base de pago

S< :88; 8 :;8;@ ?=9@<;8 <= < :;<9:<9>, <=><=@=9< H< @? :;@>< ?:<=98?@= >>8 :; >8 8 8= < ;8, @=?@ <<9 9?@8<9, 8><;@8<9, 89, @:;<@9>9  > 89> H< 88 9@ =8; :8;8 < >>8 ?:@@<=> < 8 ;8. 2.1.1.1.2

TRA*O Y REP LANTEO PR ELIMINAR

Descripción

E9>< >;88 ?=9@9>< <= 8><;@8@K8; 9;< < ><;;<=, <= <><;@=8?@= :;9 9 <<<=>9 H< <@9>8= <= 9 :8=9, 99 =@<<9  8@=<8@<=>9, 89 ? <@=@; 99 @=<;9  <9>8
L9 @=9>;<=>9 >:;@?9 <9>8;= ?=9>@>@9 :; = ><@>, = =@< < :;8?89, ?@=>8 <>@?8  < ><8 < 2%  %" 9., ?;<<9, :88 < 88@, ;<89 < 8<;8, <9?8=>@=, ?<;?89, 8;>@, 9<;;?, :=K=  ?89, 89 ? >8@= 9< ><=; 8 8= ?<<=>, ?8, <9, >@K8, :@K < ?8;:@=><;, <>?. L9 @@K8;9< <9>8;= <= <=89 ?=@?@=<9 < :<;8?@=  9. Sistema de control de calidad

D;8=>< 8 <;889, < I= S:<;@9; ' S:<;@9; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 

V<;@@?8; H< 9 >;889 < >;8K, =@<<9  ;<:8=>< <9>= 9<X=  <9:


S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89.




L8 <@?@=  :8 9< 8; :; =@8 < 9:<;@?@< / 20.


P#1$).



S< :88; < :;8;@, :; >;8K, =@<8?@=  ;<:8=>< < 8 <9>;?>;8. D@? :;@>< ?:<=98?@= >>8 :; >8 8 8= < ;8, @=?@ <<9 9?@8<9, 8><;@8<9, 89, @:;<@9>9  > 89> H< 88 9@ =8; :8;8 < >>8 ?:@@<=> < 8 ;8.

2.1.1.2 2.1.1.2.1

MOVIMIENTO D E TI ERRAS ECAVACI%N DE *ANJ AS PARA *APATAS Y CIM IENTOS

Descripción

L89 <?88?@=<9 :8;8 ?@@<=>9 ?;;@9, 8=><9 < :;?<@@<=> < 8?@8 9< <<; 8:;8; 8 <?88?@=W 89@@9 = 9< :<;@>@; @?8; ?@@<=>9 9;< 8><;@8 < ;<<= 9@= =8 ?=9@8?@= 89. E = < >8 <?88?@= :8;8 ?@<=>8?@= << H<8; @:@  :8;<, 9< <<; ;<>@;8; < 8><;@8 9<>, < ?=>;8>@9>8 9<8?<; <?<< 8 :;=@8 < 8 <?88?@=, = ? 9< :<;@>@; ?= 8><;@89@9<>,  <<; ?=<==8  ?@?:< 112 =@<;<<= <= 9 < ?= ;@= Calidad de los materiales

A ;<8@K8; 8 <?88?@= 9< << ><=<; <= ?<=>8  9@@<=>< 





E= 8 8:<;>;8 < 89 K8=89 9< ><=; ?@8 < = 88;  8=><=<; <= =?@=8@<=> 89 @=9>88?@=<9 < 9<;@?@ :X@? <@9><=><, 9 ?8<9 :;<@8<=>< 9< <<;= < 8<; ?8@K89  8;?89 8 >;89 < :@H<9. E 8><;@8 :;<=@<=>< < 89 <?88?@=<9 <<; 9<; ;<>@;8 8 =8 @9>8=?@8 = <=; < 1.""  < 9 ;<9 < 89 K8=89 :8;8 <@>8; 9 :9@<9 <;;<9  8; 8?@@8  @:@;88. E E; 8; 9 8:=>88@<=>9 =<<; >89 89 <?88?@=<9 <= ;<98; < :<;@?@9 H< :<8 ?89@=8; 8 8 :;:@<8 :;@88  9<;@?@9 :X@?9  :8;8 <@>8; 8??@=<9 ;8=>< 9 >;889. Sistema de control de calidad

  

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 V<;@@?8; 89 @<=9@=<9  :;=@8 < 8 K8=8 <9>= < 8?<; 8 9 :8=9 S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 ?=>;<9 < 9<;@8 < >;88. Método de medición

L8 <@?@= 9<; :; <>; ?X@? < >@<;;8 / 0. Base de pago

E :8 9< ;<8@K8; :; <>; ?X@? < <?88?@= < 8?<; 8 :;8;@ <9:

P#2$.


UNIDAD DE ESTUDIOS Y PROYECTOS 2.1.1.2.2

ELIMINACI%N DE MA TERIAL ECE DENTE EN CARR ETILLA /ASTA D. P ROM!

Descripción

E9>8 :8;>@8 ?:;<=< 9 >;889 < ;<>@; < 8><;@8 <?88, 8><;@8 :;?> < <9;?< < 8 <<>8?@=, <@?@=<9  >;9, 8?@8 = 8; @9>8=>< 8 %"  < 8 ;8. Calidad de los materiales

E E; <9> @8 8 <:<8; <;;8@<=>89 8=8<9  89 <;8= =8 < ?=9<;8?@= 8 @= < 8;8=>@K8; 8 << < <9>8 :8;>@8. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 

 

V<;@@?8; H< < ><;;<= H<< ?:<>8<=>< @:@ < <9=><  >;9 8><;@8<9 H< @=><;@<;8= >;9 >;889. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88. E S:<;@9; 8; = :8K :;<=>< < *2 ;89, :8;8 ;<8@K8; 8 <@@=8?@=, ?:@ < ?8 9< =>@@?8; 8 E;. Método de medición

S< <@; < <= >;8=9:;>8W @=@?=9< <= < <>;8 < 8; < <= < 8 <?88?@= /0 9 8 ?8=>@8 ?;;<9:=@<=>< :; <9:=8@<=>. Base de pago

L8 :;<9<=>< :8;>@8 9<; :888 :; <>; ?X@? < <= @@K8, ?= < :;8;@ < :;<9:<9>, 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E :;8;@ ?:;<=< 9 ?9>9 =<9, ?8;, >;8=9:;><, 89 < @:;<@9>9 =@@K89 :8;8 ;<8@K8; 8 8?>@@8, 89 ? >8@= 89 ?;;<9:=@<=><9 L<<9 S?@8<9.

2.1.1.3 2.1.1.3.1

OBRAS DE CONCRETO SIMPLE SOLADO EN *A PATAS Y CIM IENTOS+ ME*CLA 112 HC/ E . 1 

Descripción

S< @=?@;= 989 < 1" ?. < <9:<9; :8;8 <;8; < 9< =< 9< 8?@8;= 9 ?@@<=>9 ?;;@9, K8:8>89,  @89 < ?@<=>8?@= 9<X= 8 @?8?@= @=@?88 <= 9 :8=9. E 8?@8 9<; ?=  P;>8= A=>@ S8@>;< MS. S< 8?@8; =8   ;@= <= :;:;?@=<9 < 1 8 12 9;< < ><;;<= <8 =8 8>;8 < 1" ?. <= 89 K=89 9<X= 9 :8=9 @=@?89.


P#2$1.



L8 ?8@8 < 9 8><;@8<9 9< @8; < 8?<; 8 89 <9:. Sistema de control de calidad

S< <<; <;@@?8; ' ?=>;8; :; < 9:<;@9;    

L8 9@@?8?@= 8 ?=?;<> ;8=>< 8 :;<:8;8?@=. E >88 < 8 :@<;8 8@?@=88. L8 <=9@@?8?@= < 8 :@<;8 8@?@=88. L8 ?=9@8?@= < ?=?;<> :; @;8?@=  ??<8. L89 <;@@?8?@=<9 ' ?=>;<9, = 9= @@>8>@9, < S:<;@9;, 8 9 ?;@><;@, :; 8?<;  8=8; 9< 88= >;9, ?=?;8=><9 ?= 9 :;?<99 ?=9>;?>@9  ?= 8 <=8 :;?>@?8 < 8 I=<=@<;8. Método de medición

S< <@; :; =@8 < 9:<;@?@< 9;< 8 ?8 9< <8; 8 ;8 < 8?<; 8 :8=9 / 20. Base de pago

S< :88; 8 ?9> =@>8;@ < :;<9:<9>, < <>;8 ;<8<=>< <8 8 8 @;?=@?8 < R<9@<=><  ?= 8:;8?@= < S:<;@9;.

2.1.1.3.2

CONCRE TO E N CIM IENTOS CO RRIDOS 1 13K PG

Descripción

S< ;<@<;< 8 8 ??8?@= < ?=?;<> 9@:< <= 8 :;:;?@= < C<<=> &;@= @=@?88 <= 8 :8;>@8  <= 9 :8=9, =< < "4 < 8 ;8=9:;><, 8?@8, ??8?@=, @;8  ?;8 < ?=?;<> ;<;;<= < ?;;<9:=@<=>< 98>8<9  = 9<;==@<8<=>< 8=><9 < 8 ??8?@= ?=?;<>, :<;8 9@= ;8?@= < 8;; ?8;?9. Calidad de los materiales:

P8;8 8 :;<:8;8?@= < ?@@<=> ?;;@ – 8<  88 @:@8 < <=8 ?8@8, @;< < 8><;@8 ;=@?  >;89 @:;. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9  

S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88.


P#2$2.


UNIDAD DE ESTUDIOS Y PROYECTOS Método de medición

S< <@; < 8?<; 8 <= < ?=?;<> <:<8 :8;8 8 M> ?=9>;?>@ < <9>8 :8;>@8 /0. Base de pago

S< 8 ?9> < :;<9:<9>, < :88; R<9@<=><  ?= =@>8;@ 8:;8?@= < S:<;@9;< <>;8 ;<8<=>< <8 8 8 @;?=@?8 2.1.1.3.3

CONCRE TO EN S OBRECIMIENTOS 1 (2!K P M

Descripción

S< ;<@<;< 8 8 ??8?@= < ?=?;<> 9@:< <= 8 :;:;?@= < C<<=> &;@= @=@?88 <= 8 :8;>@8  <= 9 :8=9, =< < 2%4 < 8 ;8=9:;><, 8?@8, ??8?@=, @;8  ?;8 < ?=?;<> ;
E ?<<=> 8 98;9< 9<; P;>8= >@: 1, <<= < ?:@; ?= 8 N;8 NTP $.""  8 N;8 A<;@?8=8 ASTM C-1%". Sistema de control de calidad:

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9  

 

V<;@@?8; H< 8 ?;;8 9@@?8?@= <= ;8 < ?=?;<> C88  9 <=989 < ?=>; H< :<;@>8= <;@@?8; 8 ?8@8 < ?<<=>  < 9 8;<89. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88.


S< <@; < 8?<; 8 <= < ?=?;<> <:<8 :8;8 8 <8 :8;>@8 / 0. Base de pago

S< :88; 8 ?9> =@>8;@ < :;<9:<9>, < <>;8 ;<8<=>< <8 8 8 @;?=@?8 < R<9@<=><  ?= 8:;8?@= < S:<;@9;. 2.1.1.3.4

ENCOFRADO Y DE SENCOFRADO DE SO BRECIMIENTO

Descripción

L9 <=?;89 9= <9>;?>;89 ><:;8<9, ?=9>;@89 <=<;8<=>< <= 8<;8, @9<889 :8;8 ; = <=;< 8H@<;8 < 89 ;89  @<=9@=<9 <9:8 :9>@?  >; 8><;@8  9@?@<=><<=>< ;@ H< ;

P#2$3.



L9 8><;@8<9 8 >@@K8; 9<;= < :>@8 ?8@8, 8:;889 :; < S:<;@9; -

M8<;8 >;=@ < !1  :8;8 <=?;8

-

C89 :8;8 8<;8 < 

-

A8;< =<; ;<=<; 8 ;<9@9><=?@8, <9>8@@8  ;@@@; 9@= =@@<=>9 <;8?@= <9, =@ <9:8K8@<=>9, <=>; < 89 ?=@?@=<9 < 9<;@8 ;9 <;@89 < :<9 :;:@, 9;;8@9 >8=> ;8=>< 8 M> ?=9>;?>@ < 8 ;8 ? :9><;@;<=>< 89>8 < <=> < ;<>@;8;9 R< <=?8;8 < 8 O;8, ;<8@K8;8 ?==>8<=>< ?= < :<;8;@, < @9< ?;; < 9 <=?;89, >8=> <= <9:<9; ? <= 8:=>88@<=> ;<9:@ < 8=<;8 H< = 9< :;K?8 <<@=<9 H< ?89<= <9=@<<9, <>?. L9 <=?;89 9< <8;= ><=@<= <= <=>< H< <<= 9:;>8; >9 9 <9<;K9 ;8=>< 8 ?=9>;??@=, <9 @; = 9 89 ?8;89 @89 <@89 8 :<9 < ?=?;< >, :<;9= 8  8><;@8 < >;88 9@= >8@= 89 ?8;89 @=@ ?89 <@8 9 8 @@<=> < 9 >;888;<9, ?8;;<>@89  >;9 <=; :;<9<=>< H< >  H< 9< <=?;8 9< 8 < <9<=?;8;   H< 9< ?88 << <9?88;9<, < < ?88 9<; <9>;@?>8<=>< =< <8; <;8 8 ?88; < <9<=?;8. A=H<  H< 9< 98 <9 8<;8 ;9>@?8 89 @<=9@=<9 <<= ?;;<9:=<; <8?>8<=>< 8  @=@?8 <= < P; < <9>;?>;89 :8;8 = 8?<; 8;@89 :9><;@;<=>< 89 <@89 @889 <= 9 8?889. L89 >889 H< 9< <:<8= 9< =>8;8= <= 8 ?8;8 < ?=>8?> ?= < ?=?;<> ?= :<>;<  >;89 99>8=?@89 H< <@><= 8 8<;<=?@8 < ?=?;<>. L9 <9 9<;= 89 @=><=98<=>< :8;8 H< 8 8<;8 = 89;8 < 88 < ?=?;<>, 8 H< 9< 8 9<;8 H< 89 >889 98?> ?= < ?=?;<>, 89;<= ;:@8<=>< < 88 < 89 ?:89  <9H@=89, < < ?=?;<> 9:<;@?@8 <:<;@<=>8 <9 8 8>8 < 88,=9< ;@<>89 = 8 ;88 <9<=?;8;9<  < :; <9:9>@8@<=> 89 <9H@=89. E ;<9@9><=?@8, <=?;8 9< ?=9>;@; <= ;8 >8 H< 8 9<:8;8?@=  <9<=?;8 < 9 <<<=>9 H<  ?=9>@><= :<8 8?<;9< >>8  :8;?@8<=>< 9@= @@?>8. N 9< 8?<:>8;= <;;;<9 8;<9 < ".% ?. <= <<9  8:9. L89 ?8;89 <:<9>89 8 88  8 8@;< <<= <=?=>;8;9< ?= 8<;8 ?<:@88 :8;8 <8; =8 9:<;@?@< @98  :8;<8. E S:<;@9; <;@@?8;8 9 <=?;89  8>;@K8;8 9 8?@89 ;<9:@9. D<9<=?;8 E <9<=?;8 9< <: 9< 88 <=;<<=><  < 8?<; ?= 8 >88 < >@<:9, H< 9< 8 9 8<8=>< 89>8 < <=; ?:<> < ?=?;<>, 89 <9>;?>;89 9< :;><<;= <@?8K<=>< ?=>;8 8 8??@= < 89 <889  <;><9 ?8;<9. E >@<: H< << >;8=9?;;@; <9< H< 9< ><;@=8 < 8?@8  8 @=@?@8?@= < <9<=?;8, <:<=< < 89 ?=@?@=<9 8>9;@?89  < 8 K < @:;>8=?@8 < <<<=> 8?@8. D;8=>< 8 <;889 << <8;9< = @; @8;@ <= < ?8 9< 8=>8;= 9 >@<:9 /  9< << 8=>8; 8;?8= ?= :@=>;8, 8 <;@=8?@= <


P#2$4.



8?@8 < ?88 <9>;?>;8. L9 <=?;89 9< ;<8@K8;= <= ?@;?=9>8=?@89 =;8<9, < >@<: :8;8 <9<=?;8;, <9:9 < 8<; ;<8@K8 < 8?@8 < ?=?;<> 9<; < 8?<; 8 8 9@@<=>< >88 T@<:9 =@9 < D<9<=?;8

C<<=> ?X=

C<<=> < 8>8 ;<9@9><=?@8 @=@?@8

C9>89 < @89  ?=89.

 89

2 89

L989 89>8 2.% . < K. L989 < ?<9 8;<9. V@89 89>8 *. < K. V@89 < ?<9 8;<9. P=>8<9 < K89 ?<=>;8<9.

! 89 1" 89 21 89  89 1$ 89

$ 89 % 89 1" 89 1.1  89  89

NOTA A ;<8@K8; < <9<=?;8 9< << 8;8=>@K8; 8 9<;@8 < 8 <9>;?>;8 8?@88, <9<=?;8= :;;<9@8<=><, <@>8= ;?<<8;  :<8;9. Calidad de los materiales

P8;8 < <=?;8 89 8<;89 <<;= ?:@; 8 N;8 ITINTEC 2%1.1"$. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

V<;@@?8; H< < <=?;8 9< <=?<=>;< @<= @=9>88, 8=><9 < ;<8@K8;9< < 8?<8. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88.


L8 <@?@= 9<; :; <>; ?8;8 / 20. Base de pago

E >;88 9<; :8 < 8?<; 8 ?9> =@>8;@ < :;<9 :<9> 9<X= < 88=?<, ?8= 9 <=?;89 88= 9@ @=9: 8 8 ?8@8 < 9 8><;@8<9, 8:=>88@<=>9  ?=@?@=<9 <9:
2.1.1.4 2 .1 .1 .4 .1 2.1.1.4.1.1

OBRAS DE CONCRETO ARMADO. *APATAS CONCRETO EN *APATAS ;17! $;2

Descripción

E9>8 :8;>@8 ?=><:8 < 8?@8 < ?=?;<> ?= =8 ;<9@9><=?@8 8 9 2 89 < Z?  21" '?[ >@@K8= 8@>@ @:<;<8@@K8=>< < 8?<; 8 8 :;:;?@= @=@?88 :; < 8;@?8=><. C:;<=< 8 :;<:8;8?@=, >;8=9:;><, 8?@8, ??8?@=, @;8  ?;8 < ?=?;<> ;;?>;89


P#2$!.



?;;<9:=@<=><9. L8 9:<;@?@< < ><;;<= >8<9  =, 9<;= <8<=>< 8=><9 < 8 ??8?@= < ?=?;<>, :<; 9@= 8 ;8?@= < 8;; =@ ?8;?9. Calidad de los materiales


S< <<; <;@@?8; ' ?=>;8; :; < 9:<;@9;     

L8 9@@?8?@= 8 ?=?;<> ;8=>< 8 :;<:8;8?@=. E 89<=>8@<=>  S: < 8?<; 8 @9<. E >88 < 8 :@<;8 8@?@=88. L8 <=9@@?8?@= < 8 :@<;8 8@?@=88. L8 ?=9@8?@= < ?=?;<> :; @;8?@=  ??<8. L89 <;@@?8?@=<9 ' ?=>;<9, = 9= @@>8>@9, < S:<;@9;, 8 9 ?;@><;@, :; 8?<;  8=8; 9< 88= >;9, ?=?;8=><9 ?= 9 :;?<99 ?=9>;?>@9  ?= 8 <=8 :;?>@?8 < 8 I=<=@<;8. Método de medición

L8 :8;>@8 9< <@; ?8= < ?=?;<> 88 ;88  9< <@; :; <>; ?@? / 0, < < H< < >;88 88 9@ @=9: 8 8 ?8@8 < 9 8><;@8<9, <=989  <9 ?=@?@=<9 <9:
E :8 9< <8; 8 ?9> =@>8;@ :8?>8, < 8?<; 8 <>;8 ;<8@K8  8:;8 :; < 9:<;@9;. 2.1.1.4.1.2

ACERO EN *APATAS F42 GC2+ GRADO &

Descripción

S= 8;;89 < 8?<; ?;;8 ??889 :8;8 89;<; <= < ?=?;<> 9 <9<;K9 < >;8??@=  ?;><, 89 ? :8;8 :<;@>@; H< 8 <9>;?>;8 8=><=8 9 ;<9@9><=?@8  ;8@@8 ;8=>< 9 @8 X>@. Método constructivo

L89 8;;89 < 8?<; <9>@=889 8 ;<<;K ?X= < ?=?;<> <<;= <9>8; < 8?<; ?= 9 ;9 < 8 =;8 ASTM A-1%. E 8?<; <<; ?:@; 89 9@@<=><9 ?8;8?><;9>@?89 -

C8;8
$.2""\'?

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L89 8;@89 < 8?<; <<;= <9>8; @;<9 < <9, <;9>@?89  ;<9@9><=?@8, = ><=;= 9 @8?@= H< 8H<8 H< :<8 8<;9< 8?8 ;8=>< < >;8=9:;>< 8 ;8. A=><9 < 9<; 8@@>889 <= 9 :9@?@= @=8 89 8;;89 < ;<<;K <<;=


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@:@8;9< ?:<>8<=>< < >8 <9?88, @ 9<>  < ?8H@<; 9?@<8 H< 9 ;8; <9>;@;  ;<?@; 8 8<;<=?@8 ?= < ?=?;<>. L89 8;;89 9< ?;>8;=  8;= <= ;. S<;= ??889 <= 8 :9@?@=  <9:8?@8@<=> @=@?89 <= 9 :8=9, <@<= <9>8; 9<>89 @;<<=>< :8;8 @:<@; 9 <9:8K8@<=> ;8=>< < @;8 < ?=?;<>W 89 8;;89 9<;= 89<;889 ?= 88;< =<; N 1!. E I=. S:<;@9; = :<;@>@; < ;<8 < ;<<;K. Calidad de Materiales

E 8?<; <9:<;9>@?89 ?;;8 < 8?<; 8 8 N;8 ASTM A!. Sistema de control de calidad

L89 8;@89 <<;= <9>8; @;<9 < ?8H@<; <  <;8?@=  8<=>< <=<;;89 <= =@><9 H< :<;@>8= ??8;<9 ?=<=@<=><<=>< <= < >;88  ;8; < >;898:< ;;8 <= 9 :8=9. S<;= 9@=@9>;89 8:9 < 8;@89  >;9 8??<9;@9  < 9<; =<9 8@?@=8<9 :8;8 99><=<; 89 8;@89 <= :9@?@= 8:;:@88 @<=>;89 9< ??8 < ?=?;<>. L89 8;@89 < 8?<; <<;= 88?<=8;9< <;8 < ?=>8?> ?= < 9<, < :;<<;<=?@8 ?@<;>9  9< 8=><=;= @;<9 < >@<;;8, 9?@<8, 8?<@><9, ;8989  @8?@= <?<9@8. A=><9 < 9<; ??8 <= 8 <9>;?>;8, < ;<<;K <>@? <<; @:@8;9< < <9?889 < 8@=8, < ?8H@<; <<<=> H< @9@=8 9 8<;<=?@8. C8= 88 <;8 <= < 8?@8 < ?=?;<>, 8 8;8;8 9< @=9:<  9< <; 8 @:@8; ?8= 9<8 =
L8 :8;>@8 9< <@; :; :<9 < 8?<; <:<8 <= 8 8;8;8 /0. Base de pago

E :8 9< ;<8@K8; < 8?<; 8 :;<9:<9>, :; =@8 < :<9 < 8?<; ??8. 2 .1 .1 .4 .2

COLUMNAS

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PANTALLA CONCRETO EN PANTALLA DE MURO DE CO NTENCION C/ 1(2!KPM

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CARPINTERÍA METLICA MALLA OLIMPICA MARCO DE FIERRO DE 2"  2 1&"

S< >;8>8 < 8 ?=9>;??@=  ??8?@= < = 8;? < F G < 2 <= 8 :8;>< ;=>8, :;<@8<=>< 98 <= < :<;<>; < 8 88 :@?8, 8 98;8 9<; <@8=>< :<;@<9 <>@?9, :8;8 8; ?=9@9><=?@8  99><=@@<=>, ? 9< @=@?8= <= 9 :8=9 ;<9:@9 < <>8<9. D@? 8;? 9<; :;><@ ?= 8=>@?;;9@,  < :@=>88 ?= :@=>;8 <98><, 8:;8 :; 8 9:<;@9@=.


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L9 8><;@8<9  98;8 8 >@@K8;9< <9>8;= <= <=89 ?=@?@=<9 :8;8 9 9 8
D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9  

V<;@@?8; H< >9 9 8;?9 <9>= 8@=<89 ?= 8 88. S:<;@98; 8 98;8 <=>;< 8;? – 88,  8 9;< 8;? ?=8. Método de medición

L8 =@8 < <@8 9<; < <>; @=<8 /0.

B=>  <=$0 E :8 ?=9>@>@; 8 ?:<=98?@= >>8 :; 8= < ;8, <;;8@<=>89  >;9 89>9 ;<8?@= 89 ?= 8 :8;>@8, ?=;< 8 :;<9:<9> ?=>;8>8, :;<@8 8:;8?@= < 8 9:<;@9@=. 2.1.3.1.2

MALLA O LIMPICA N 1 

Descripción

E9>< >< 9< ;<@<;< 8 8 <;@? ?= 88 :@?8 N]1" ?= 8>;8 < A?<; 8 9 :8=9 < @9<, @<=9@=<9  9;<9 9@=8;@K89 <= 9 :8=9, ;8;@ < :;<9<=>8?@= < :;:<9>89 ' @=9>;??@=<9 < S:<;@9; < O;8. S< 8:@?8; = 8=>@?;;9@ 8=><9 < 8:@?8; :@=>;8. P<< 9<; 8:@?88 ?= ;?8 < 8=  9:;8. C8H@<;8 H< 9<8 < >, 8 :<?8 < :@=>;8 8:@?88 <<; 9<; @9>;@@8 =@;<<=>< < 8=<;8 H< = 9< 8?< <= =@=X= :=>. C8= 9< >@@?< H<9 @=8<9 =8 ;?8 :8;8 H< 9< 89<;< = ?;@@<=> =@;<  <@@=< 8:89, 8;;89  989 < 8@;<. Calidad de los materiales

L9 8><;@8<9  98;8 8 >@@K8;9< <9>8;= <= <=89 ?=@?@=<9 :8;8 9 9 8
D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9  

V<;@@?8; H< >9 9 8;?9 <9>= 8@=<89 ?= 8 88. S:<;@98; 8 98;8 <=>;< 8;? – 88. Método de medición

L8 =@8 < <@8 9<; < <>; @=<8 /20. B=>  <=$0 E :8 ?=9>@>@; 8 ?:<=98?@= >>8 :; 8= < ;8, <;;8@<=>89  >;9 89>9 ;<8?@= 89 ?= 8 :8;>@8, ?=;< 8 :;<9:<9> ?=>;8>8, :;<@8 8:;8?@= < 8 9:<;@9@=.


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2.1.3.2.2

REJ A DE F IERRO-PLATINA 2"  3 1& " VE RTICAL

S< >;8>8 < 8 ?=9>;??@=  ??8?@= < :8>@=89 < F < 2  '1!    '1! <= < ; :<;@>;@?, :;<@8<=>< 98 <=>;< 9, 8 98;8 9<; ?=9@9><=><  8; 99><=@@<=>, ? 9< @=@?8= <= 9 :8=9 ;<9:@9. D@? @<;; 9<; :;><@ ?= 8=>@?;;9@,  < :@=>8 ?= :@=>;8 <98><, 8:;8 :; 8 9:<;@9@=. Calidad de los materiales

L9 8><;@8<9  98;8 8 >@@K8;9< <9>8;= <= <=89 ?=@?@=<9, = <=?=>;8;9< :8;><9 @889, :8;8 9 9 8
D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 

V<;@@?8; H< >89 89 :8>@=89 <9>= 8< 9889  @<= 9<>89 8 89 ?=89.



S:<;@98; 8 98;8 <=>;< :8>@=89,  8 9;< :8>@=8-?=8. Método de medición

L8 =@8 < <@8 9<; < <>; @=<8 /0.

B=>  <=$0 E :8 ?=9>@>@; 8 ?:<=98?@= >>8 :; 8= < ;8, <;;8@<=>89  >;9 89>9 ;<8?@= 89 ?= 8 :8;>@8, ?=;< 8 :;<9:<9> ?=>;8>8, :;<@8 8:;8?@= < 8 9:<;@9@=. 2.1.3.3 2.1.3.3.1

PUERTA DE INGRESO PUE RTA MET.CPLATINAS DE 2"  31&" DE 1  2.2 M. INC. BISA GRAS+ CERR ADURA Y PINTURA

C:;<=< 9 >;889 < ?== < @=;<9 <@?8; < ?<=>; <?8>@ ?= :8=?8 8?8=888 < 1'1!  > ;<= <>@?9, >8 ? 9< @=@?8 <= < ;<9:@ :8=  8;89 <@8=>< 98;8 <?>;@?8. S<; < 1 8 ?= @<=9@=<9 >>8<9 9= 1 . < 8;  2." . < 8>, 8=?88 8 89 ?=89 < ?=?;<> ?= 99 ;<9:@9 8??<9;@9. S< 8:@?8; = 8=>@?;;9@ 8=><9 < 8:@?8; :@=>;8. P<< 9<; 8:@?88 ?= ;?8 < 8=  9:;8. C8H@<;8 H< 9<8 < >, 8 :<?8 < :@=>;8 8:@?88 <<; 9<; @9>;@@8 =@;<<=>< < 8=<;8 H< = 9< 8?< <= =@=X= :=>. C8= 9< >@@?< H<9 @=8<9 =8 ;?8 :8;8 H< 9< 89<;< = ?;@@<=> =@;<  <@@=< 8:89, 8;;89  989 < 8@;< Sistema de control de calidad

D;8=>< 8 <;889, < I= S:<;@9; ' S:<;@9; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9


P#3$.


UNIDAD DE ESTUDIOS Y PROYECTOS   

V<;@@?8; H< < 8=>@?;;9@ <9>< 8:@?8 =@;<<=>< <= >8 < ;<8 < 8 :<;>8. L8 @=9>88?@= < 8 :<;>8 << <9>8; ?8;88  8@=<88 8 89 ?=89. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. Método de medición

L8 <@?@= 9<; =@8 < :<;>8 /=0. Base de pago

L8 :;<9<=>< :8;>@8 9< :88; 8 ?9> =@>8;@ < :;<9:<9> 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E9>< ?9> ;<:;<9<=>8 8 ?:<=98?@= >>8 :; ?=?<:> < 8H@9@?@= < 8><;@8<9, 8= < ;8, <;;8@<=>89 < @:;<@9>9 :8;8 <8; <9>8 :8;>@8 2.1.3.3.2

PORT%N MET. CP LANC/A ACANALADA DE 11& " INCL UIDO 3. &  2.( M. IN C. BISA GRAS+ CERRADURA Y PINTURA

C:;<=< 9 >;889 < ?== < @=;<9 <@?8; < ?<=>; <?8>@ ?= :8=?8 8?8=888 < 1'1!  > ;<= <>@?9, >8 ? 9< @=@?8 <= < ;<9:@ :8=  8;89 <@8=>< 98;8 <?>;@?8. S<; < 2 89 ?= @<=9@=<9 >>8<9 9= .2" . < 8;  2." . < 8>, 8=?88 8 89 ?=89 < ?=?;<> ?= 99 ;<9:@9 8??<9;@9. S< 8:@?8; = 8=>@?;;9@ 8=><9 < 8:@?8; :@=>;8. P<< 9<; 8:@?88 ?= ;?8 < 8=  9:;8. C8H@<;8 H< 9<8 < >, 8 :<?8 < :@=>;8 8:@?88 <<; 9<; @9>;@@8 =@;<<=>< < 8=<;8 H< = 9< 8?< <= =@=X= :=>. C8= 9< >@@?< H<9 @=8<9 =8 ;?8 :8;8 H< 9< 89<;< = ?;@@<=> =@;<  <@@=< 8:89, 8;;89  989 < 8@;< Sistema de control de calidad

D;8=>< 8 <;889, < I= S:<;@9; ' S:<;@9; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

V<;@@?8; H< < 8=>@?;;9@ <9>< 8:@?8 =@;<<=>< <= >8 < ;<8 < 8 :<;>8. L8 @=9>88?@= < 8 :<;>8 << <9>8; ?8;88  8@=<88 8 89 ?=89. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. Método de medición

L8 <@?@= 9<; =@8 < :<;>8 /=0. E >;88 <8 9< <@; :; 8 :<;>8 ??88 <= ;8 < 8; H< < ?;;<9:=< @=?<= :@=>8, :;<@8<=>< <<; 9<; 8:;8 :; < 9:<;@9;  <@ <= 8 :9@?@= ;@@=8 9<X= :8=9. Base de pago

L8 :;<9<=>< :8;>@8 9< :88; 8 ?9> =@>8;@ < :;<9:<9> 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E9>< ?9> ;<:;<9<=>8 8 ?:<=98?@= >>8 :; ?=?<:> < 8H@9@?@= < 8><;@8<9, 8= < ;8, <;;8@<=>89 < @:;<@9>9 :8;8 <8; <9>8 :8;>@8 2.2

ARQUITECTURA


P#3$1.



2.2.1

MUROS Y TABIQUES DE ALBA'ILERÍA

2.2.1.1

MURO DE LA DRILLO .. DE ARCILLA DE SOG A CON ME*CLA 1! HC A

Descripción

C=9@9>< <= < 9@=@9>;  ??8?@= < 8;@ >@: @= = /0 =;?>;8. Método constructivo

E 8;@ 8 <:<8; 9<; < < >@:  < <=8 ?8@8. C88 =@8 < 8;@  /@= =0 <<; ><=<; 89 @<=9@=<9 "."  ".12  ".2$ . S< ??8; @=@?@8<=>< 8 ?8:8 < 8;@ 89<=>8 ?= 8; 8@=<88  =@<88 ?;;8<=><. L89 @889 < 8;@ 9< ??8;= 8 98, <:<8= :8;8 <9> ;><; ?= ;<8?@= ?<<=> 8;<=8 1%,  <9:<9; < =>8 = <=; 8 1." ?, :@<= >@@K8;9< =>89 < 1.% ? 9@<:;<  ?8=> 9< 8=><=8 <9>8 <@8 <  =@;< :8;8 >89 89 @889. E 8:8;< 9<; < 98,  H< H@<;< 8 <= 99 =@><9 < ".12  ".2$ :8;8 ><=<; 8 8>;8 < ".". Calidad de los materiales

E 8;@ <<; ?:@; 8 N;8 ITINTEC 1."1* Sistema de control de calidad

D;8=>< 8 <;889, < I= S:<;@9; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 

 

E I= S:<;@9; <<; <;@@?8; 8 ?8@8 < 9 8;@9, ? >8@= 8 ?;;8 ??8?@= ;8=>< 9 >;889. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88. Método de medición

L8 =@8 < <@?@= 9<; < <>; ?8;8 < 89<=>8 < ; / 20. Base de pago

L8 8;@K8?@= :; <9>8 :8;>@8 9<; :; <>; ?8;8 / 20


P#3$2.


UNIDAD DE ESTUDIOS Y PROYECTOS 2.2.2

REVOQUES Y R EVESTIMIENTOS

2.2.2.1

TARRAJEO EN MURO CON ME*CLA 1! HC A INTERIOR Y ETERIOR

2.2.2.2

TARRAJEO E N C OLUMNAS

2 .2 .2 .3

TARRAJEO EN VIGAS

2.2.2.4

TARRAJEO E N SO BRECIMIENTOS

Descripción

C:;<=< < >8;;8< < 9:<;@?@<9 <><;@;<9 < 89 <9>;?>;89  @=><;@;<9 H< = <9>8;= <= ?=>8?> @; ?= 88 88?<=88. Método Constructivo

S< <:<8; ;><; ?<<=>-8;<=8 <= :;:;?@= C A1%  < <9:<9; =@ < >8;;8< = <<; 9<; <=; < 1,% ?. &8 < ?@8;9< 8 ?8@8 < 8 8;<=8 <:<88 :8;8 9 ;><;9.

L8 8;<=8 9<; =@;<, @;< <

8;?@8, 8><;@8 ;=@?8  98@>;<. S<; 888, @:@8  @<= ;888, @;< < 8><;@89 ;=@?89  98@>;989. C8= <9> 98 8 8;<=8 :898; :; 8 88 ^W = 9 < 2"4 :898; :; 8 88 ^%"  = 9 < %4 :898; :; 8 88 ^1"". E9 :;<<;@< H< 9 8;<89 @=9 9<8= < 8;<=8 < ;,  < :@<;8 8;@=8  ?8;K < 8><;@8<9 9@?<9, <>?., @:@9  @;<9 < 98<9, ;<9@9 <<>8<9  >;9 8><;@8<9 :<;@?@8<9. E ;<H< ?8= 9< 8:@H< @;8<=>< 8 ?=?;<>, = 9<; <8 89>8 H< <989 9:<;@?@<9 < ?=?;<> 88= 9@ <@8<=>< @:@889  :;?@ 9@?@<=>< 89:<;<=<; 8 <@8 @8K=. S< @:@8;=  9< <<9 < :;?<<; 8 >8;;8< E 8?88 < >8;;8< 9<; :8= <;>@?8  ;@K=>8 9<X= 9<8 < ?89, :8;8 < 9< >;888; ?= ?@=>89 < :;<<;<=?@8 < ;><; :;< /1*0, ?;;@89 <;>@?8<=>< 8  8; < ;. L89 ?@=>89 ?=<=@<=><<=>< 8:889 9;<98;= < <9:<9; <8?> < >8;;8<, ><=;= < <9:8?@8@<=> @ < 1," , 8;;8=?8=  9 ?<;?8 :9@< < 8 <9H@=8 < :8;8<=>. U=8 <;@=8 = :8, 9< :@?8;= 89 ?@=>89, ;<<=8= < <9:8?@ ?=  < >8;;8<. L89 :8;<<9  ;9 H< <<= >8;;8< <<;= 9<; <=>;<89 @9>9 :8;8 ;8 <=>< 8 :@=>;8 < 9<; < ?89. L8 <=>@8 <;8 ?@8 ;  9<; ;<9:=98< < > 8>;8>  8 H< ?;;8 <= < 8?88 < 9 ;<H<9. C;;<; :; 9 ?<=>8 8?<; 9 ;<98=<9 89>8 <=>;<8; 8 ;8. E 8@=<8@<=> < 89 8;@9>89 < >9 9 <;;8<9 9<; :<;8<=>< ;, >8=> ;@K=>8 ? <;>@?8. L89 8;@9>89 < 9 <;;8<9 <:<9>9 8 @:8?>9 9<;= ?=<=@<=><<=>< 8?8>889 < 8?<; 8 89 @=@?8?@=<9 < 9:<;@9;. Calidad de los materiales

L8 ?8@8 < 9 8><;@8<9 9< @8; < 8?<; 8 89 <9:.


P#3$3.


UNIDAD DE ESTUDIOS Y PROYECTOS Sistema de control de calidad

S< <<; <;@@?8; ' ?=>;8; :; < 9:<;@9;    

L8 9@@?8?@= ;8=>< 8 :;<:8;8?@=. L8 =@;@8 <= 89 9:<;@?@<9. E >88 < 8 8;<=8 8@?@=88. L8 89<=?@8 < ;88;89  9:<;@?@<9 H< <9>;<= <9?8;@@?8 ;8=>< < ;88. L89 <;@@?8?@=<9 ' ?=>;<9, = 9= @@>8>@9, < S:<;@9;, 8 9 ?;@><;@, :; 8?<;  8=8; 9< 88= >;9, ?=?;8=><9 ?= 9 :;?<99 ?=9>;?>@9  ?= 8 <=8 :;?>@?8 < 8 I=<=@<;8. Método de medición

L8 <@?@= < >8;;8<  ;<H< 9< ;<8@K8 :; <>; ?8;8 / 20 < 988. Base de pago

E :8 9< ;<8@K8 <= 89< 8 :;8;@9 :; < <>;8< < >8;;8< <= <>;9 ?8;89. I=?< 9 8><;@8<9, 8 8= < ;8  89 <;;8@<=>89 =8; < >;88.

2.2.3

PINTURA

2.2.3.1

PINTURA LATE  2 M ANOS EN M URO

2.2.3.2

PINTURA LATE 2 MANOS EN COLUMNAS

2.2.3.3

PINTURA LATE  2 MANOS EN V IGAS

2.2.3.4

PINTURA LATE 2 MANOS EN S OBRECIMIENTOS

Descripción

C:;<=< < 9@=@9>; < 8 8= < ;8  8><;@8<9, 89 ? 8 <8 < 8 :8;>< <><;@;  9:<;@; < ;9 H< ?:=<= 8 <9>;?>;8, <  < H< 9>8 :9<8 = 8   9 @:@ :9@<. L8 :@=>;8 ?:< =8 =?@= < <>@9 X>@:<9 <9 = <@ < :;>;8 9 8<=><9 <9>;?>@9 < ?@8, = <@ < @@<=< H< :<;@>< ;8; 9:<;@?@<9 @989, = <@ < ;=8> < :;@<;8 @:;>8=?@8  = <@ < 9<8@K8?@= < @<=>@@?8?@= < 89 ;89 < 9<;@?@. Método Constructivo

L8 :@=>;8 8 >@@K8; 9<; < ><, < ;@@ =8?@=8  @=><;=8?@=8. L8 :@=>;8 = <<; 8=@<9>8; = 89<=>8@<=> <?<9@ <= = ;< <=  ;<<=>< 8@<;>. D<<; 9<; ?@<=>< @9:<=98< ?= =8 :8<>8 89>8 8?8=K8; = <9>8 98<  =<. N << ;8; =8>8, <= < <=89< >8:8 <= 9 :<;@9 < @=><;;:?@= < 8 >8;<8 < :@=>8  <<; 9 < 89:<;<9 @9:8;<89  >;89 @:<;<;@8<9 <<;= 9<; <89 8 8 ;8 <= 99 ;<9:@9 <=89<9 ;@@= 8<9. L9 8><;@8<9 H< =<= 9<; 9


P#3$4.



:8;8 9<; 989, <<;= <:<8;9< 9@= 8><;8?@=<9  < ?=;@8 ?= 89 @=9>;??@=<9 < 9 8;@?8=><9. L89 9:<;@?@<9 <<;= <9>8; @:@89  9<9 < :@=>8, <@=9< <9:<;8; < >@<: =;< 89 8=9  ?8:89 9?<9@89 < :@=>;8. N@=X= :@=>8 <><;@; <<; <8;9< ;8=>< ;89 < @8, :; <=8 H< 9>8 <;8. L89 9:<;@?@<9 H< = :<8= ><;@=889 98>@98?>;@8<=>< ?= < =X<; < 8=9= < ;<9>8 :@=>;8 <9:@98?>;@ 9@= ?9> 8@?@=8 8= :8;8 < :;:@<>8;@. Calidad de los materiales

L8 :@=>;8 9<; >< < <=8 ?8@8. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 

L8 S:<;@9@= <<; <;@@?8; 8 ?8@8 < 9 8??<9;@9  8><;@8<9 8=><9 < 9 9. S:<;@98; < ?;; :@=>8 < 89 <9>;?>;89.



V@@8; < ?:@@<=> < 9 :;;889 < >;88.




P8;8 8 :;<9<=>< :8;>@8 9< 8 <9>@:8 H< 9 =@8 < <@8 9<; < <>; ?8;8 / 20. Base de pago

E :8 9< 8; :; <>; ?8;8. D@? :;@>@; ?:<=98?@= >>8 :; 8 8= < ;8, <;;8@<=>89 , 8><;@8<9, @=?<= <<9 9?@8<9  ?8H@<; 8?>@@8  9@=@9>; =;88. 2.2.3.!

PINTURA CON BASE *INCROMATO Y ESMALTE EN REJA METLICA

Descripción

E9>8 :8;>@8 ?:;<=< < :@=>8 < 8 ;<8, ?:;<=< 8 8:@?8?@= < 9 ?8:89 < <98>< ?; 8=?. S< @:@8; > 8><;@8  : 8<;@, 9< <@@=8; 8 ;898 8?@<= 9 < >@==<; 8?;@?  <=?@=8 < >9 9 :<;@<9 < @<;;  <9>;?>;89 <>@?89W :; =@=X= >@ 9< 98; 89@=8 ? 99>@>> < >@=<; 8?;@?. P8;8 ;8; = :<; 8?88 < >9 9 <<<=>9 <>@?9 9< <<; 8:@?8; < 9@@<=>< >;8>8@<=> S< ;<8@K8; < @8 < >9 99 <<<=>9 89>8 ><=<; =8 9:<;@?@< @98  =@;<. S< 8:@?8; 9 8=9 < :@=>;8 < <98>< 9@=>>@? ?; 8=?.


P#3$!.



E >;88 9<; 89 < @:;@8?@=, 9< 8; >8= :;=> 9< 88 ><;@=8 ?= 8 :;<:8;8?@= < 8 9:<;@?@<, = :@<= 8:@?8; =@==8 8= < :@=>;8 @<=>;89 = 88 98<=>< 8 8=><;@;. L89 ?8:89 < :@=>;8 <<;= 9<; >;88889 =@;<<=><  < 8=<;8 >8 H< = <<= 8;?89 < ;?8  @<;<=?@89 < ?;W 9< ?;@;= :8; 9 < % @=>9. S< 98; ? @<=>< < :@=>;8 < >@=<; 8?;@? Calidad de los materiales

L8 :@=>;8 9<; <98>< ?= 89< K@=?;8> < <=8 ?8@8. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

L8 S:<;@9@= <<; <;@@?8; 8 ?8@8 < 9 8??<9;@9  8><;@8<9 8=><9 < 9 9. S:<;@98; < ?;; :@=>8 < 89 <9>;?>;89 < 8 ;<8. V@@8; < ?:@@<=> < 9 :;;889 < >;88. Método de medición

P8;8 8 :;<9<=>< :8;>@8 9< 8 <9>@:8 H< 9 =@8 < <@8 9<; < <>; ?8;8 / 20. Base de pago

E :8 9< 8; :; <>; ?8;8. D@? :;@>@; ?:<=98?@= >>8 :; 8 8= < ;8, <;;8@<=>89 , 8><;@8<9, @=?<= <<9 9?@8<9  ?8H@<; 8?>@@8  9@=@9>; =;88. 2.3 2.3.1

VARIOS JUNTA DE CONSTRUCCION CON TENOPORT Descripción

C:;<=< 8 @=9>88?@= < = 9<:8;8; =@>@=8 /=>80 <=>;< 8 <;<8  8 :8;< < ;<9<;;@  = >;8=9<;98 ;<9: 8 8 <;<8 9<:8;8= 99 :89. E 8><;@8 < 8 =>8 9<; T
E :;?<9 ?=9>;?>@ < <=8 < ?=?;<> <= <;<89 9< ;<8@K8; :; :89, < >8  H< <= = @=@?@ 9< ??8; 8 =>8 =@>@=8 8;<<; < 8 89< < 8 ?8 < ;<9<;;@ H< <9> <= ?=>8?> ?= 8 <;<8, < 9< :;?<<; 8 8?<; < <=?;8 :<;@<>;8 < 8 @98 @=@?@8= < <=8 < ?=?;<> :; >;89, 9@<:;< H< < ?=?;<> 88 ;88  9@ >8;;8<8, 9< :;?<<; 8 ??8; 89 =>89 >;8=9<;98<9 :8;8 < :;9<@;, 89 ?8<9 <<;= 9<; 9<889.


P#3$&.



E 9:<;@9; ;<@98; 89 :8=?89 < T9, :8;8 < 9< <<; ><=<; = 8;8=9:;><  88?<=8@<=>. E S:<;@9; <<; 89<;8; H< 89 :8=?89 9<8= ?;>889 8=><=@<= 89 8;@9>89 < ;8 ;<8; < 8?<; 8 8 <@8 9@?@>88 :8;8 ?;@; 8 =>8 ;<9:@8. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9    

V<;@@?8; H< 89 :8=?89 < T;<= <= <= <9>8. S<:8;8; 89 :8=?89 H< 9< 88= ;> ;8=>< < >;898  8=@:8?@=. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 ?=>;<9 < 9<;@8 < >;88. Método de medición

E >;88 9<; ?8=>@@?8 :; <>; ?8;8 /20 Base de pago

L8 ;8 < :8 9<; :; 2, < :;<9:<9> 8:;8, <=>@=89< H< @? :8 ?=9>@>@; ?:<=98?@= >>8 :; >9 9 @=99  8><;@8<9 =@8. 2.3.2

CURADO DE OBRAS D E C ONCRETO Descripción

E ?;8 < ?=?;<> ><=; :; <> 8=><=<; ?=@?@=<9 < <8  ><:<;8>;8 H< :<;@>8= 8 @;8>8?@= < ?<<=>. E ?;8 9< @=@?@8; >8= :;=> ? < ?=?;<> 88 <=;< ? :8;8 H< 9 9:<;@?@< = ;<9>< 888 :; < :;?<@@<=> <:<8. Calidad de los materiales

E 9:<;@9; ;<@98; H< >89 89 <9>;?>;89 < < 8?@889 9<;= >>8<=>< @;8>889  :<;8=<9. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

V<;@@?8; H< 89 <9>;?>;89 9< <=?<=>;<= 98>;889. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 ?=>;<9 < 9<;@8 < >;88. Método de medición

E >;88 9<; ?8=>@@?8 :; <>; ?8;8 /20


P#3$7.



L8 ;8 < :8 9<; :; 2, < :;<9:<9> 8:;8, <=>@=89< H< @? :8 ?=9>@>@; ?:<=98?@= >>8 :; >9 9 @=99  8><;@8<9 =@8.

3

BLOQUE A TRABAJOS PRELIMINARES

3.1 3.1.1

LIMPIE*A DE T ERRENO M ANUAL

I>< "2."1."1."1."1 3.1.2

TRA*O+ NIVELES Y REP LANTEO PRELIMINAR

I>< "2."1."1."1."2 3.1.3


I>< "2."1."1."1."2

MOVIMIENTO DE TIERRAS

3.2 3.2.1

ECAVACI%N P ARA *APATAS Descripción

E9>8 :8;>@8 ?;;<9:=< 8 8 <?88?@= 8=8 < K8:8>89 ?;;<9:=@<=><9, ?= 89 <@89 @=@?889. L8 <?88?@= 8=8 9< <:;8K9  ;<:8=><9 8= 9@ 8:;89 :; < I=. S:<;@9;. Método constructivo

C ?=@?@= :;<@@=8;, > < 9@>@ < 8 <?88?@= <= ?;>< 8@<;>, 9<; :;@<; <9:<8 < >89 89 9>;??@=<9 <@9><=><9. L8 <?88?@= 8=8 9< <:;8K9  ;<:8=><9 8= 9@ 8:;89 :; < S:<;@9;. E= 8=? < 8 K8:8>8 << 9<; =@;< <= >8 8 =@> < 8 <?88?@=  << <. A ;<8@K8; 8 <?88?@= 9< << ><=<; <= ?<=>8  9@@<=>< 





E= 8 8:<;>;8 < 8 K8:8>8 9< ><=; ?@8 < = 88;  8=><=<; <= =?@=8@<=> 89 @=9>88?@=<9 < 9<;@?@ :X@? <@9><=><, 9 ?8<9 :;<@8<=>< 9< <<;= < 8<; ?8@K89  8;?89 8 >;89 < :@H<9. E 8><;@8 :;<=@<=>< < 89 <?88?@=<9 <<; 9<; ;<>@;8 8 =8 @9>8=?@8 = <=; < 1.""  < 9 ;<9 < 89 K8=89 :8;8 <@>8; 9 :9@<9 <;;<9  8; 8?@@8  @:@;88. L8 E=>@8 8; 9 8:=>88@<=>9 =<<; >89 89 <?88?@=<9 <= ;<98; < :<;@?@9 H< :<8 ?89@=8; 8 8 :;:@<8 :;@88  9<;@?@9 :X@?9  :8;8 <@>8; 8??@=<9 ;8=>< 9 >;8899


P#3$(.



L89 <;;8@<=>89 8=8<9  8><;@8<9 8 >@@K8;9< :8;8 8 <?88?@= <= ><;;<= =;8 <9>8;= <= <=89 ?=@?@=<9 :8;8 9 9 8
D;8=>< 8 <;889, < 9:<;@9; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9  V<;@@?8; 89 @<=9@=<9  :;=@8 < 8 K8:8>8 <9>= < 8?<; 8 9 :8=9  S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89.  V@@8; < ?:@@<=> < 9 ?=>;<9 < 9<;@8 < >;88. Método de medición

L8 <@?@= 9<; :; <>; ?X@? < >@<;;8 / 0. Base de pago

E :8 9< ;<8@K8; :; <>; ?8;8 < <?88?@= < 8?<; 8 :;8;@ <9:
EC AVACI%N PARA VIGAS DE CIMENTACI%N

I>< "."2."1 3.2.3

RELLENO COMPACTADO CO N AFIRMADO EN BAS E DE F ALSO PISO E .1! M. Descripción

C:;<=< 9 >;889 <89 8 ?8 :8;8 <;8; 9 9<9 <= ?88 <9>;?>;8, :8;8 < 9< ??8; =8 89< < 8@;8 H< :<;@>8 =8 @9>;@?@= =@;< < ?8;89. Método constructivo

S< ??8; =8 ?8:8 < ".1%  ?=9>@>@8 :; 8@;8, < @9 H< <<; 9<; ?:8?>8. Calidad de los materiales

S< 98; :8;8 8 ?:8?>8?@= <=<;9< =8 ?:8?>8?@= 8?<:>8<. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

V<;@@?8; H< <9>< @<= ?:8?>8 < 8@;8. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88.


L8 <@?@= 9<; :; <>; ?X@? < <= < 8@;8.


P#3$).



L8 :;<9<=>< :8;>@8 9< :88; 8 ?9> =@>8;@ < :;<9:<9> 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E9>< ?9> ;<:;<9<=>8 8 ?:<=98?@= >>8 :; ?=?<:> < 8H@9@?@= < 8><;@8<9, 8= < ;8, <;;8@<=>89 < @:;<@9>9 :8;8 <8; <9>8 :8;>@8 3.2.4

ELIMINACI%N M AT. ECEDE NTE E N CARR ETILLA HDIST. APRO . ! M. 

I>< "2."1."1."2."2 3.2.!

ELIMINACI%N DE MAT. ECEDENTE CV OLQUETE Y CARGADOR FRONTAL Descripción

C:;<=< 8 8 <@@=8?@= < 8><;@8 :;?> < 8?8;;< < 8><;@8 <?88, ?;><9  <@?@=<9. S< << 88?<=8; <= =>?9 < 9< 8:;:@8 :8;8 8 =@<8?@= @=8  < 8><;@8 <?88 H< 9<8 8:;:@8 :8;8 < ;<<= < K8=89, <= 8;<9 9<:8;89  <= @?8?@=<9 8:;889. C?8; < 8><;@8 <?88  >;9 8><;@8<9, 8 =8 @9>8=?@8 9@?@<=>< < ;< < ?8H@<; <?88?@=, :8;8 :;<<=@; 9 ?88  <9@K8@<=> <=>; < 8 <?88?@=  :8;8 <@>8; < ?8:9 < 8 :8;< < 8 <?88? @=. P;:;?@=8; = <=9 < !" ?. < <9:8?@  @;< <=>;< < <>;<  < =>?  8><;@8  < ;< < ?8H@<; <?88?@=. N H<8; <;<89  ?8<9 ?= @?9 =>?9  8><;@8<9. S< << >;8=9:;>8;  <@@=8; < <9=><, 8><;@8 <?88 9;8= >< H< = 9<8 8:;:@8 :8;8 < ;<<= < K8=89, <= H<><9 8 =8 @?8?@= < <9;@K88 <;8 < ;<8 < T;88. E ?8; < 8><;@8 8?@8 < H<>< 9<; ?= = ?8;8; ;=>8, 9>< 8><;@8 9<; ?=?@  <@@=8 <= =8 K=8 8>;@K88 Calidad de los materiales

E E; <9> @8 8 <:<8; 8 < ?=9<;8?@= 8 @= < 8;8=>@K8; 8 << < <9>8 :8;>@8. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 

 

V<;@@?8; H< < ><;;<= H<< ?:<>8<=>< @:@ < <9=><  >;9 8><;@8<9 H< @=><;@<;8= >;9 >;889. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88. E S:<;@9; 8; = :8K :;<=>< < *2 ;89, :8;8 ;<8@K8; 8 <@@=8?@=, ?:@ < ?8 9< =>@@?8; 8 E;. Método de medición

S< <@; < <= >;8=9:;>8W @=@?=9< <= < <>;8 < 8; < <= < 8 <?88?@= /0 9 8 ?8=>@8 ?;;<9:=@<=>< :; <9:=8@<=>.


P#4$.



L8 :;<9<=>< :8;>@8 9<; :888 :; <>; ?X@? < <= @@K8, ?= < :;8;@ < :;<9:<9>, 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E :;8;@ ?:;<=< 9 ?9>9 =<9, ?8;, >;8=9:;><, 89 < @:;<@9>9 =@@K89 :8;8 ;<8@K8; 8 8?>@@8, 89 ? >8@= 89 ?;;<9:=@<=><9 L<<9 S?@8<9.

3.3

OBRAS DE CONCRETO SIMPLE

3.3.1

SOLADO EN *APATAS+ ME*CLA112 HC/ E.1 M.

3.3.2

SOLADO EN VIGAS DE CIMENTACION+ ME*CLA 112 HC/ E.1 M.

I>< "2."1."1."."1 3.3.3

CONCRETO EN S OBRECIMIENTOS 1 (2!K PM E  .3 M.

I>< "2."1."1."." 3.3.4

ENCOFRADO Y DESENCOFRADO DE SOBRECIMIENTOS

I>< "2."1."1."."$

3.4 3 .4 .1 3.4.1.1

OBRAS DE CONCRETO ARMADO *APATAS CONCRETO EN *APATAS ;21 $;2

I>< "2."1."1."$."1."1 3.4.1.2

ACERO EN *APATAS ;21 $;2

I>< "2."1."1."$."1."2 3.4.2 3.4.2.1

VIGAS DE CIMENTACI%N CONCRETO EN VIGAS DE CIMENTACI%N ;21 $;2

I>< "2."1."1."$."1."1 3.4.2.2

ACERO EN VIGAS DE CIMENTACI%N 42 $;2 GRADO &

I>< "2."1."1."$."1."2 3 .4 .3 3.4.3.1

COLUMNAS CONCRETO EN COLUMNAS ;21 $;2

I>< "2."1."1."$."1."1


P#4$1.


UNIDAD DE ESTUDIOS Y PROYECTOS 3.4.3.2

ENCOFRADO Y DESENCOFRADO DE COLUMNAS

I>< "2."1."1."$."2." 3.4.3.3

ACERO EN COLUMNAS 42 $;2 GRADO &

I>< "2."1."1."$."1."2 3 .4 .4 3.4.4.1

V I G AS CONCRETO EN VI GAS  ;21 $ ;2

I>< "2."1."1."$."1."1 3.4.4.2

ENCOFRADO Y DE SENCOFRADO E N VI GAS

I>< "2."1."1."$."2." 3.4.4.3

ACERO EN VIGAS 42 $;2 GRADO &

I>< "2."1."1."$."1."2 3 .4 .! 3.4.!.1

COLUMNETAS CONCRETO EN COLUMNETAS ;21 $;2

I>< "2."1."1."$."1."1 3.4.!.2

ENCOFRADO Y DESENCOFRADO DE COLUMNETAS

I>< "2."1."1."$."2." 3.4.!.3

ACERO E N COL UMNETAS  42  $;2 GRA DO & 

I>< "2."1."1."$."1."2 3.4.& 3.4.&.1

VIGAS DE CONFINAMIENTO CONCRETO EN VIGAS DE CONFINAMIENTO ;21 $;2

I>< "2."1."1."$."1."1 3.4.&.2

ENCOFRADO Y DESE NCOFRADO EN VIGAS DE CONFINAMIENTO

I>< "2."1."1."$."2." 3.4.&.3

ACERO EN VIGAS DE CONFINAMIENTO 42 $;2 GRADO &

I>< "2."1."1."$."1."2


P#4$2.


UNIDAD DE ESTUDIOS Y PROYECTOS 3 .4 .7

LOSAS ALIGERADAS

3.4.7.1

LADRILLO /UECO PARA TEC/O D E 2! 31!;.

Descripción

E 8;@ :8;8 ><=<; 89 @<=9@=<9 < 2%" ?= 8 8>;8 9<X= ?;;<9:=8 < <9:<9; < 8 98, ?= 8 9:<;@?@< < ?=>8?> 9:<;  ;9, 99 =9 <<= 9<; ;9  99 ?8;89 8=89, 8 ><>;8 << 9<; =@;<  < ;8= =@;<. E9 8;9< 8 89 =;89 >?=@?89 < ITINTECW @=@?8= 8<9 H< <<= ;<=@; 89 ?8;8?><;9>@?89 9@@<=><9 L9 8;@9 = <<= :;<9<=>8; ;<9H<;88;89, ;8?>;89  ;@<>89, <=@;89, = <<= 9<; :;99  :<;<8<9, = <<= ><=<; ;9 < ;<9@9 ;=@?9, = <<= :;<9<=>8; 8=?89 < 8;8@<=>9 ? <><89  =<;9?89, <>?. Calidad de los materiales

S< >@@K8;= 8><;@8<9 <= <= <9>8 :8;8 ?=9<@; =8 <=8 @9:9@?@=  ;<= <= < 8? <= 8 98 8@<;88. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9    

V<;@@?8; H< 9 8;@9 <9>= @<= 8?89  8@=<89. V<;@@?8; H< 9 8;@9 = <9>= ;>9 8=><9 < 8?@8. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 ?=>;<9 < 9<;@8 < >;88. Método de medición

E >;88 9<; ?8=>@@?8 ? =@8 /=0, ?=9@<;8= H< <9>8 =@8 @=?;8 8 8 @=9>88?@= < 8 <9?8<;8. Base de pago

E :8 9< <8; 8 ?9> =@>8;@ :;<9<=>8 <= < :;<9:<9> :8;8 8 =@8 < 8 :8;>@8. 3.4.7.2

CONCRETO EN L OSA ALIGERADA ;21  $;2

Descripción

E9>8 :8;>@8 ?=9@9>< <= < 9@=@9>; < 8 8= < ;8, 8><;@8<9  <;;8@<=>89 :8;8 < <=8 < ?=?;<> <= 89 989 8@<;889W <9>89 <9>= ?=9>@>@89 9= @<>89 < ?=?;<>  <<<=>9 @@8=9 < ;<<=. L89 @<>89 8= =@89 <=>;< 9 :; =8 98  ?8:8 9:<;@; < ?=?;<> H< <9 =< 9< ??8 8 8;8;8 99 < ;<<= <9>= ?=9>@>@9 :; 8;@9  H<9  < ?=9>;??@=, 9<; @=>@? 8 < ?8H@<; >; <<<=> < ?=?;<> <9:@8 2.1.$. E _? 98 <= 89 @<>89 9<; < 21" '?2.


P#4$3.




S< <<; <;@@?8; ' ?=>;8; :; < 9:<;@9;     

L8 9@@?8?@= 8 ?=?;<> ;8=>< 8 :;<:8;8?@=. E 89<=>8@<=>  S: < 8?<; 8 @9<. E >88 < 8 :@<;8 8@?@=88. L8 <=9@@?8?@= < 8 :@<;8 8@?@=88. L8 ?=9@8?@= < ?=?;<> :; @;8?@=  ??<8. L89 <;@@?8?@=<9 ' ?=>;<9, = 9= @@>8>@9, < S:<;@9;, 8 9 ?;@><;@, :; 8?<;  8=8; 9< 88= >;9, ?=?;8=><9 ?= 9 :;?<99 ?=9>;?>@9  ?= 8 <=8 :;?>@?8 < 8 I=<=@<;8. Método de medición

L8 :8;>@8 9< <@; ?8= < ?=?;<> 88 ;88  9< <@; :; <>; ?@? / 0, < < H< < >;88 88 9@ @=9: 8 8 ?8@8 < 9 8><;@8<9, <=989  <9 ?=@?@=<9 <9:
E :8 9< <8; 8 ?9> =@>8;@ :8?>8, < 8?<; 8 <>;8 ;<8@K8  8:;8 :; < 9:<;@9;. 3.4.7.3

ENCOFRADO Y DESE NCOFRADO L OSA ALIGERADA

I>< "2."1."1."."$ 3.4.7.4

ACERO E N LOS AS ALIGERADAS  42 $ ;2 GR ADO &

I>< "2."1."1."$."1."2

3.!

3.!.1

JUNTAS D E C ONSTRUCI%N

JUNTAS DE C ONSTRUCI%N D E TE CNOPOR

I>< "2."."1 3.& 3.&.1

MUROS Y TABIQUES DE ALBA'ILERÍA

MURO DE LADRILLO .. DE ARCILLA DE CABE*A+ ME*CLA 1! HC A Descripción

C=9@9>< <= < 9@=@9>;  ??8?@= < 8;@ >@: @= = /0 =;?>;8.


P#4$4.


UNIDAD DE ESTUDIOS Y PROYECTOS Método constructivo

E 8;@ 8 <:<8; 9<; < < >@:  < <=8 ?8@8. C88 =@8 < 8;@  /@= =0 <<; ><=<; 89 @<=9@=<9 "."  ".12  ".2$ . S< ??8; @=@?@8<=>< 8 ?8:8 < 8;@ 89<=>8 ?= 8; 8@=<88  =@<88 ?;;8<=><. L89 @889 < 8;@ 9< ??8;= < ?8 ;><; ?= ;<8?@= ?<<=>  8;<=8 1%,  <9:<9; < =>8 = <=; 8 1.% ? 9@<:;<  ?8=> 9< 8=><=8 <9>8 <@8 <  =@;< :8;8 >89 89 @889. S8<=>< :8;8 < ?89 < :K9 :<;?8;<9 9< @>@; < ??8; =>89 <;>@?8<9, 8 H< :; <9>89 ;<=@89 H< H<8;= @;<9, :; ?@;?8; < <<=>< :;<=@<=>< < @@<9>;. E 8:8;< 9<; < ?88 <= 99 =@><9 < ".12  ".2$ :8;8 ><=<; 8 8>;8 < ".". Calidad de los materiales

L9 8;@9 <<;= ?:@; 8 N;8 ITINTEC 1."1* Sistema de control de calidad

D;8=>< 8 <;889, < I= I=9:; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 

 

E I= I=9:; <<; <;@@?8; 8 ?8@8 < 9 8;@9, ? >8@= 8 ?;;8 ??8?@= ;8=>< 9 >;889. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88.


L8 =@8 < <@?@= 9<; < <>; ?8;8 < 89<=>8 < ; / 20. Base de pago

L8 8;@K8?@= :; <9>8 :8;>@8 9<; :; <>; ?8;8 / 20. 3.&.2

MURO DE LADRILLO .. DE ARCILLA DE SOGA+ ME*CLA 1! HC A Descripción

C=9@9>< <= < 9@=@9>;  ??8?@= < 8;@ >@: @= = /0 =;?>;8. Método constructivo

E 8;@ 8 <:<8; 9<; < < >@:  < <=8 ?8@8. C88 =@8 < 8;@  /@= =0 <<; ><=<; 89 @<=9@=<9 "."  ".12  ".2$ . S< ??8; @=@?@8<=>< 8 ?8:8 < 8;@ 89<=>8 ?= 8; 8@=<88  =@<88 ?;;8<=><. L89 @889 < 8;@ 9< ??8;= < 98, <:<8= :8;8 <9> ;><; ?= ;<8?@= ?<<=> 8;<=8 1%,  <9:<9; < =>8 = <=; 8 1.% ? 9@<:;<  ?8=> 9< 8=><=8 <9>8 <@8 <  =@;< :8;8 >89 89 @889.


P#4$!.



S8<=>< :8;8 < ?89 < :K9 :<;?8;<9 9< @>@; < ??8; =>89 <;>@?8<9, 8 H< :; <9>89 ;<=@89 H< H<8;= @;<9, :; ?@;?8; < <<=>< :;<=@<=>< < @@<9>;. E 8:8;< 9<; < 98,  H< H@<;< 8 <= 99 =@><9 < ".12  ".2$ :8;8 ><=<; 8 8>;8 < ".". Calidad de los materiales

L9 8;@9 <<;= ?:@; 8 N;8 ITINTEC 1."1* Sistema de control de calidad

D;8=>< 8 <;889, < I= I=9:; <8; 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 

 

E I= I=9:; <<; <;@@?8; 8 ?8@8 < 9 8;@9, ? >8@= 8 ?;;8 ??8?@= ;8=>< 9 >;889. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88.

Método de medición 2

L8 =@8 < <@?@= 9<; < <>; ?8;8 < 89<=>8 < ; / 0. Base de pago

L8 8;@K8?@= :; <9>8 :8;>@8 9<; :; <>; ?8;8 / 20. 3.7

REVOQUES E NLUCIDOS Y MOLDURAS

3.7.1

TARRAJ EO RAYADO PRIMARIO+ E1.! CM+ ME*CLA 1!

3.7.2

TARRAJEO EN INTERIORES+ ME*CLA 1! HC A Descripción

C:;<=< < >8;;8< < 9:<;@?@<9 <><;@;<9 < 89 <9>;?>;89  @=><;@;<9 H< = <9>8;= <= ?=>8?> @; ?= 88 88?<=88. Método Constructivo

S< <:<8; ;><; ?<<=>-8;<=8 <= :;:;?@= C A1%  < <9:<9; =@ < >8;;8< = <<; 9<; <=; < 1,% ?. &8 < ?@8;9< 8 ?8@8 < 8 8;<=8 <:<88 :8;8 9 ;><;9. L8 8;<=8 9<; =@;<, @;< < 8;?@8, 8><;@8 ;=@?8  98@>;<. S<; 888, @:@8  @<= ;888, @;< < 8><;@89 ;=@?89  98@>;989. C8= <9> 98 8 8;<=8 :898; :; 8 88 ^W = 9 < 2"4 :898; :; 8 88 ^%"  = 9 < %4 :898; :; 8 88 ^1"". E9 :;<<;@< H< 9 8;<89 @=9 9<8= < 8;<=8 < ;,  < :@<;8 8;@=8  ?8;K < 8><;@8<9 9@?<9, <>?., @:@9  @;<9 < 98<9, ;<9@9 <<>8<9  >;9 8><;@8<9 :<;@?@8<9. E ;<H< ?8= 9< 8:@H< @;8<=>< 8 ?=?;<>, = 9<; <8 89>8 H< <989 9:<;@?@<9 < ?=?;<> 88= 9@ <@8<=>< @:@889  :;?@ 9@?@<=>< 89:<;<=<; 8


P#4$&.



<@8 @8K=. S< @:@8;=  9< <<9 < :;?<<; 8 >8;;8< E 8?88 < >8;;8< 9<; :8= <;>@?8  ;@K=>8 9<X= 9<8 < ?89, :8;8 < 9< >;888; ?= ?@=>89 < :;<<;<=?@8 < ;><; :;< /1*0, ?;;@89 <;>@?8<=>< 8  8; < ;. L89 ?@=>89 ?=<=@<=><<=>< 8:889 9;<98;= < <9:<9; <8?> < >8;;8<, ><=;= < <9:8?@8@<=> @ , 8;;8=?8= 9 ?<;?8 8 . <;@=8 = :8,< 9< 1," :@?8;= 89 ?@=>89,  ;<<=8= < :9@< <9:8?@< ?= 9 ;@?8 H < >8;;8<. L89 :8;<<9  ;9 H< <<= >8;;8< <<;= 9<; <=>;<89 @9>9 :8;8 ;8 <=>< 8 :@=>;8 < 9<; < ?89. L8 <=>@8 <;8 ?@8 ;  9<; ;<9:=98< < > 8>;8>  8 H< ?;;8 <= < 8?88 < 9 ;<H<9. C;;<; :; 9 ?<=>8 8?<; 9 ;<98=<9 89>8 <=>;<8; 8 ;8. E 8@=<8@<=> < 89 8;@9>89 < >9 9 <;;8<9 9<; :<;8<=>< ;, >8=> ;@K=>8 ? <;>@?8. L89 8;@9>89 < 9 <;;8<9 <:<9>9 8 @:8?>9 9<;= ?=<=@<=><<=>< 8?8>889 < 8?<; 8 89 @=@?8?@=<9 < 9:<;@9;. Calidad de los materiales


S< <<; <;@@?8; ' ?=>;8; :; < 9:<;@9;    


L8 <@?@= < >8;;8<  ;<H< 9< ;<8@K8 :; <>; ?8;8 / 20 < 988. Base de pago

E :8 9< ;<8@K8 <= 89< 8 :;8;@9 :; < <>;8< < >8;;8< <= <>;9 ?8;89. I=?< 9 8><;@8<9, 8 8= < ;8  89 <;;8@<=>89 =8; < >;88 3.7.3

TARRAJEO DE MU ROS E TERIORES+ E1 .! CM + ME* CLA 1!

3.7.4

TARRAJEO DE VIGAS+ E1.! CM+ ME*CLA 1! Descripción

S< <:<8; ;><; < ?<<=> 8;<=8, <= :;:;?@=<9 1%, 8 8;<=8 9<; =@;<, @;< < 8;?@8, 8><;@8 ;=@?8  98@>;<. T<=; < 9@@<=>< <9:<9; =@9 < 1." ?. < >8;;8< <= 9:<;@?@< < ?=?;<>.


P#4$7.



S< @:@8;=  <<=<; 9@?@<=>< 89:<;8 9@?@<=>< 8<;<=?@8. E 8?88 < >8;;8< 9<; :8=  <;>@?8, :8;8 < 9< >;888;= ?= ?@=>89, < :;<<;<=?@8 < ;><; :;  <=<;8 :;< /1*0 ?;;@89 <;>@?8<=>< 8  8; < ;. L89 ?@=>89 ?=<=@<=><<=>< 8:889 9;<98;= < <9:<9; <8?> < >8;;8<, 9;< <9>89 ?@=>89 ;<<=8= < <9:8?@ ?=  < >8;;8<. L8 8;<=8 :8;8 < >8;;8< @= ><=; =8 ;8=<>;8 ?;;<9:=@<=><, <=>;< 8 88 N $"  N 2"" /;8=9 8;<9 < ".$"   <=;<9 < "." 0. E >8;;8< @= 9< <><;@=8; ?= :8=?8 < <>8. E= 9 8@<=><9 H< <<= >8;;8<9 <<;= 9<; <=>;<89 @9>9 :8;8 ;8<=>< 8 :@=>;8. E C=>;8>@9>8 ?@8;  9<; ;<9:=98< < > 8>;8>  8 H< ?;;8 <= < 8?88 < 9 ;<H<9, 9<; < 9 ?<=>8 8?<; >9 9 ;<98=<9 =8 <=>;<8; 8 ;8. S< <:<8; ;><; < ?<<=> ?= 8;<=8 @=8, < >;88 9< ;<8@K8; ?= :=>9 < =@<. E 8?88 9< 8; ?= :8=?8 <>@?8, <@<= H<8; =8 9:<;@?@< :@8 :8;<8  @;8. E= >89 89 <9H@=89, @=><;@;<9 8 9 <=?<=>;9 ?= 9 ;9 9<;= <= 8;@9>8 < = ;. Método Constructivo

S< <:<8; ;><; ?<<=>-8;<=8 <= :;:;?@= C A1%  < <9:<9; =@ < >8;;8< = <<; 9<; <=; < 1,% ?. &8 < ?@8;9< 8 ?8@8 < 8 8;<=8 <:<88 :8;8 9 ;><;9. L8 8;<=8 9<; =@;<, @;< < 8;?@8, 8><;@8 ;=@?8  98@>;<. S<; 888, @:@8  @<= ;888, @;< < 8><;@89 ;=@?89  98@>;989. C8= <9> 98 8 8;<=8 :898; :; 8 88 ^W = 9 < 2"4 :898; :; 8 88 ^%"  = 9 < %4 :898; :; 8 88 ^1"". E9 :;<<;@< H< 9 8;<89 @=9 9<8= < 8;<=8 < ;,  < :@<;8 8;@=8  ?8;K < 8><;@8<9 9@?<9, <>?., @:@9  @;<9 < 98<9, ;<9@9 <<>8<9  >;9 8><;@8<9 :<;@?@8<9. E ;<H< ?8= 9< 8:@H< @;8<=>< 8 ?=?;<>, = 9<; <8 89>8 H< <989 9:<;@?@<9 < ?=?;<> 88= 9@ <@8<=>< @:@889  :;?@ 9@?@<=>< 89:<;<=<; 8 <@8 @8K=. S< @:@8;=  9< <<9 < :;?<<; 8 >8;;8< E 8?88 < >8;;8< 9<; :8= <;>@?8  ;@K=>8 9<X= 9<8 < ?89, :8;8 < 9< >;888; ?= ?@=>89 < :;<<;<=?@8 < ;><; :;< /1*0, ?;;@89 <;>@?8<=>< 8  8; < ;. L89 ?@=>89 ?=<=@<=><<=>< 8:889 9;<98;= < <9:<9; <8?> < >8;;8<, ><=;= < <9:8?@8@<=> @ < 1," , 8;;8=?8=  9 ?<;?8 :9@< < 8 <9H@=8 < :8;8<=>. U=8 <;@=8 = :8, 9< :@?8;= 89 ?@=>89, ;<<=8= < <9:8?@ ?=  < >8;;8<. L89 :8;<<9  ;9 H< <<= >8;;8< <<;= 9<; <=>;<89 @9>9 :8;8 ;8 <=>< 8 :@=>;8 < 9<; < ?89. L8 <=>@8 <;8 ?@8 ;  9<; ;<9:=98< < > 8>;8>  8 H< ?;;8 <= < 8?88 < 9 ;<H<9. C;;<; :; 9 ?<=>8 8?<; 9 ;<98=<9 89>8 <=>;<8; 8 ;8. E 8@=<8@<=> < 89 8;@9>89 < >9 9 <;;8<9 9<; :<;8<=>< ;, >8=> ;@K=>8 ? <;>@?8. L89 8;@9>89 < 9 <;;8<9 <:<9>9 8 @:8?>9 9<;= ?=<=@<=><<=>< 8?8>889 < 8?<; 8 89 @=@?8?@=<9 < 9:<;@9;.


P#4$(.




S< <<; <;@@?8; ' ?=>;8; :; < 9:<;@9;    


L8 <@?@= < >8;;8<  ;<H< 9< ;<8@K8 :; <>; ?8;8 / 20 < 988. Base de pago

E :8 9< ;<8@K8 <= 89< 8 :;8;@9 :; < <>;8< < >8;;8< <= <>;9 ?8;89. I=?< 9 8><;@8<9, 8 8= < ;8  89 <;;8@<=>89 =8; < >;88 3.7.!

VESTIDURA DE DERRAMES EN PUERTAS+ VENTANAS Y VANOS Descripción

E >8;;8< < 9 <;;8<9 < 9 8=9 < :<;>89, 89 ? ><;@=8<9 < ;9 9<;= < 8 @98 ?8@8 H< < >8;;8< <=?@. E 8@=<8@<=> < 89 8;@9>89 < >9 9 <;;8<9 9<; :<;8<=>< ;9, >8=> ;@K=>8<9 ? <;>@?8<9. L89 8;@9>89 < 9 <;;8<9 <:<9>9 8 @:8?>9 9<;= ?=<=@<=><<=>< <889, < ?8 <;@@?8; < I=<=@<; S:<;@9; ' I=9:;. Calidad de los materiales


S< <<; <;@@?8; ' ?=>;8; :; < 9:<;@9;    

L8 9@@?8?@= ;8=>< 8 :;<:8;8?@=. L8 =@;@8 <= 89 8;@9>89. E >88 < 8 8;<=8 8@?@=88. L8 89<=?@8 < ;88;89  9:<;@?@<9 H< <9>;<= <9?8;@@?8 ;8=>< < ;88. L89 <;@@?8?@=<9 ' ?=>;<9, = 9= @@>8>@9, < S:<;@9;, 8 9 ?;@><;@, :; 8?<;  8=8; 9< 88= >;9, ?=?;8=><9 ?= 9 :;?<99 ?=9>;?>@9  ?= 8 <=8 :;?>@?8 < 8 I=<=@<;8.


P#4$).



L8 <@?@= < >8;;8<  ;<H< 9< ;<8@K8 :; <>; @=<8 /0 < =@> <88. Base de pago

E :8 9< ;<8@K8 <= 89< 8 :;8;@9 :; < <>;8< < >8;;8< <= <>;9 ?8;89. I=?< 9 8><;@8<9, 8 8= < ;8  89 <;;8@<=>89 =8; < >;88 3.7.&

CERRAMIENTO DE DRYALL - GYPLAC (MM PARA ESTRUCTURA DE MADERA Descripción

C:;<=< 8 I=9>88?@= < :8=?89 <= @=89 < ;`8, < 8?<; ?= 8 ?8@K8?@=  89 <9:<=@89 <=>; < 9 P8=9 A;H@>=@?9  < D<>8<. Calidad de los materiales

L9 8><;@8<9 ><=;= 8 ?8@8 8@8 @=@?88 <= 89 <9:?=@?89 <=<;8<9, 8 @= < 89<;8; 8 @>@8?@= < ;@<99. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. Método de medición

S 9@9><8 < <@?@= 9<; < <>; ?8;8 /20. Base de pago

S< <@;  :88; :; <>; ?8;8 /[0 < ?<;;8@<=> <= ;`8, L8 <@8 9<; < ;<9>8 < ??9 <89 9;< P8=9 A;H@>=@?9

3.( 3.(.1

CIELORRASO

CIELORRASOS C ON M E*CLA DE CE MENTO -ARENA CA 1! Descripción

C=9@9>< <= ;<<9>@; < ?@< ;89 ?= ;><; ?<<=> 8;<=8 <= :;:;?@= 1%,  ?= = <9:<9; < 1.% ?., <9>8 >8;<8 9< <8; < < 8<; ;<8@K8 >89 89 @=9>88?@=<9,  ?;@; 89 ?889 ;>=8<9 8 @= < = 9<; 9>;@9 9 >9 <:>;89 <= 8 ?88. E >8;;8< <<; <8;9< =8 <;@=889 89 @=9>88?@=<9, 8 H< = 9< :<;@>@; < :@?8 < @9W 8:>8; 9 @99 ?@89 H< 9 8=><;@;<9 >8;;8<9 8 <9?;@>9 < 8=<;8 H< 89 >8:89 < K  @=9>88?@=<9 <= <=<;8, H<<= <:>;889 ?= 99 ;<9 :<;8<=>< =@<89  8 :8= ?= < >8;;8< ><;@=8.


P#!$.




S< <<; <;@@?8; ' ?=>;8; :; < 9:<;@9;    


L8 <@?@= < >8;;8<  ;<H< 9< ;<8@K8 :; <>; ?8;8 / 20 < 988. Base de pago

E :8 9< ;<8@K8 <= 89< 8 :;8;@9 :; < <>;8< < >8;;8< <= <>;9 ?8;89. I=?< 9 8><;@8<9, 8 8= < ;8  89 <;;8@<=>89 =8; < >;88 3.) 3.).1

PISOS Y PAVIMENTOS

PISO CERMICO ALTO TRNSITO .4  .4 CM COLOR BEIGE Descripción

COMPOSICIÓN C=9>@>@8 :; 8><;@8<9 ?<;@?9 9<>@ 9 8 :;?<99 < <  ???@=, :;<9<=>8 9 ?8:89, =8 ;88 :; < @9?? :;9  >;8 :; 8 ?8;8 @9>8 ;8 < 8><;@8 >;<, @9 ?= 8?88 ;@8=><. TERMINADO S< <=>@<=< H< = ;<<9>@@<=> >@<=< ?; =@;< ?8= <= 1 2, < :@9, 9@>88 :<;:<=@?8;<=>< 8 << @98 < 9<;8; ??8 8 2 . = :;<9<=><= @<;<=?@89 8:;@?<9 ?= 8 K =8>;8. DIMENSIONES Y TOLERANCIAS L89 @<=9@=<9 < 89 :@@@K8; ?<;@? < :;@<;8, = <<; :;<9<=>8; :=>9 < 8@<;, ;@<>89, 88<, ?8;><8, =8?@=<9, ; < 8:;;@@?88.


P#!$1.



CARACTERÍSTICAS D<<;= ?:@; ?= ;9 <9>8, <9?8;8, 88<, 89;?@= < 88, ;<9@9><=?@8 8 9 8<=><9 8=?8=><9  ;<9@9><=?@8 8 ?H<. S<;= 8=>@<9@K8=><9. N 9< 8?<:>8;= <= ;8 :@<9 8 89 <9>;89 8:;889. PEGAMENTO L9 :@99 < ?<;@? 9< 89<=>8;= ?= :<8<=> :8;8 ?<;@?. MATERIAL DE FRAGUA P < :;?<8=8  ;88. Método constructivo

COLOCACIÓN S< ??8;= <= 9 :@99 < 8@<=>< @=><;@;  <><;@; <9@=8 :8;8 SS. &&. 9<X= <>8<9 @=@?89 <= :8=9  <= ?8; < 8?889. L89 :@8;= <= @<;89 :<;8<=>< ;@K=>8<9W 89 =>89 9<;= < 8=? =@  9 ;<8><9 ?@898<=>< >;8889. PROCEDIMIENTO DE ASENTADO P8;8 < ;88 < ?<;@? 9< >@@K8; :;?<8=8  ;88, 8 H< 9< <;8; <= 8 9<:8;8?@= < <9>89 :; ?:;<9@=, < >8 ;8 H< <=< ?:<>8<=>< 89 =>89, :9><;@;<=>< 9< :898; = >;8: 98@= :8;8 @88; < 8><;@8 < ;88 /:;?<8=8  ;880, < 9<; 89>8<=>< =<9 < ?<;@?, <9>9 9<;= ?;>89 8 H@=8 <@<= < :;<9<=>8; ?;>< =>@, 9@= <9:;>@8;89, @8;89, <>? Sistema de control de calidad 

REVISIÓN DE CORRECTO ASENTADO S< 8; =8 @=?@98 ;<@9@= < ?;; 89<=>8 < ?<;@?  <= ?89 < < < 8;@?8?@=  < 89<=>8 9< :;?<<; 8 ;<>@;8;89  99>@>@;8 :; >;89.



LIMPIE)A S< @:@8; 8 @=><;@8 < :8 <8 8?@<= < =8 <>888 @=9:<;@=8, 8= 89 8><=?@=<9 8 H< @<;8 8;, :8;8 ?=?@; ?= = 8?88 :;<9<=>8< < 8>8 ?8@8.


L8 =@8 < <@?@= 9<; < <>; ?8;8 < 89<=>8 < ; / 20. Base de pago

L8 8;@K8?@= :; <9>8 :8;>@8 9<; :; <>; ?8;8 / 20, >8= < ;<8 < :@9 < ?<;@?.


P#!$2.


UNIDAD DE ESTUDIOS Y PROYECTOS 3.).2

PISO CERMICO .3  .3 CM DE COLOR BEIGE ANTIDESLI*ANTE

I>< "."."1 3 .) .3

CONTRAPISO  !  Descripción

E ?=>;8 :@9 <9> ?=;8 :; 9 ?8:89 < ;><;, 8 :;@<;8 ?8:8 ?= = <9:<9; <  ?, ?= ;><; ?<<=> 8;<=8 @=8 <= =8 :;:;?@= 1%  8 9<=8 ?8:8 < 1 ? < <9:<9; ?= ;><; ?<<=> 8;<=8 @=8 <= :;:;?@= 12. L8 @=8@8 < ?=>;8 :@9, <9 8?8=K8; < =@< ;@  8 @9 >@<: :;:;?@=8; =8 9:<;@?@< =@;< :8;8 ;<;@8 < 89<=>8@<=> /;><;, :<8<=>, <>?.0 8 :8;8 8 9:<;@?@< < ?@;?8?@=. E= < ?89 < H< <8 ?8@8;9< < 8?88 < :@9 < = 8@<=><  H< < <9:<9; < =< 8><;@8 = :<;@>8 ??8?@= @;8<=>< 9;< < 8?88 <@9><=><, <<; ;<>@;8;9< <9>< X>@  :@?8; < ?=>;8 :@9 <@9><=>< 89>8 =8 :;=@8 H< :<;@>8 8 ??8?@= < =< 8><;@8 :8;8  ?8 9< 8?@8; = =< ?=>;8 :@9. E9>< ?=>;8 :@9 9<; ;>8?8 H<8= 8 9:<;@?@< ?= < 8?88 9@@8; 8 = >8;;8<. P;<@8<=>< 8 8 <;8 :@9, 9< 88; :;=8<=>< 8 9:<;@?@< < ?=?;<> 9<8 <9>< 89 :@9  98 ?= 88, <@@==9< >8 8 9?@<8  , <= >8 8 9:<;@?@< < :@9 <=>9 8=><9 < @=@?@8; < >;88 < ?=>; 8 :@9. I8<=><, 8=><9 < 8 <;8 :@9  <<;= H<8; @=9>8 889 >89 89 ><;89 < 89 @=9>88?@=<9 98=@>8;@89, <?>;@?89  < ?=@?8?@=<9, :;889 @;@?8<=>< < 8?<; 8  H< 9< @=@H< <= 89 <9:@=<=><9. P8;8 9 <; ?8;89  < <9:<9; < ?=>;8 :@9 8 ??8;, <@<= H<8; :<;8<=>< =@<889  <9:8?@889 ?88 2 . E9>89 ;<89 9< ;<>@;8;= ?8= 9< 88 ?=9<@ 8 ?;;8 =@<8?@= < 9 :89 H< 8 ?@;?=8=. R<<==9< < 9@>@ <8 :; 8 ;<8 ?= < @9 8><;@8 < ?=>;8 :@9. N 9< :<;@>@; < >;=9@> < :<;9=8 9;< 9 ?=>;8 :@99, =@ 9<;= >@@K89 ? <:9@>9 < <<<=>9 < ;8, <=  :9@< 9< ?<;;8;= 9 8@<=><9. L9 8><;@8<9 8 98; <= 9 ?=>;8 :@99 9<;= < @8 ?8;8?><;9>@?89 8 9 <:<89 :8;8 9 >8;;8<9. E 8?88 @=8 9< 8; 98= :8<>8 < 8<;8. P8;8 8 <8 :8;>@8 9< <:<8; ?<<=> :;>8= >@: 1, 8;<=8 @=8 < ;, 88, 8= < ;8, <;;8@<=>89 8=8<9, 
S<; <@ :; <>; ?8;8 /2.0 < ?=>;8 :@9, ><=@<= <= ?<=>8 ;<8@K8; 8 <@8 < 8;  8=? < S:<;@9;. ;<8 >;8888, ;<9:<>8= 89 ?8;8?><;9>@?89 < 8 :8;>@8 ' :8=9, 8:;8 :; < I=<=@<;


P#!$3.



S< :88; <= =?@= 8 9@9><8 < ?=>;8>8?@=  < 8?<; 8  <9>@:8 <= < R<8<=> < 8 L< < C=>;8>8?@=<9 < E9>8. 3.1 *%CALOS Y CONTRA*OCALOS 3.1.1

CONTRA*%CALO SANI TARIO TE RRA*O PULI DO / .1 Descripción

L9 ?=>;8 K?89 98=@>8;@9 < ><;;8K :@ 9< ;<8@K8;= 9<X= 8>;8  @9< @=@?8 <= :8=9. E9>8; ;8 :; =8 ?;8  <@8 ?88 < % ? < ;8@, ? <:8< ?= < :@9, ;<8>8= <= 8 :8;>< 9:<;@; <= =8 ;8 < 1?., H<  9<:8;8; < K?8  ;<<9>@@<=> < 8 :8;<. M8><;@8<9 C<<=> P;>8= ;@9, 8;<=8  88, 89 ?8<9 <<;= ?:@; ?= 89 <9:<;@8<9 <9?;@>9 8=><;@;<=><. C; L9 :@<=>9 ?;8=><9 9<;= @9 @=<;8<9 < :;@<;8 ?8@8, @=8<=>< @9, H< = 9< @<:, ;89 98;<9  < 9W :;<:8;89 :8;8 9<; 989 <=  9@= H< :;K?8= ;<8??@=<9 9@?89  H@?89. Método constructivo

L89 9:<;@?@<9 H< <<= ><;;8K :@ <<= 9<; 8;;@89 ?= <9?8 ;8, <@@=8= >8 8?8?@= < :. L8 9:<;@?@< <<; H<8; 9 :8;<8 :9@<. S< ??8; :;@<; 8 ?88, ?=9@9><=>< <= 8 -8;<=8. E ;<<9>@@<=> < ><;;8K ><=; ' :;   ?@=8?@= < ;8=889 < ; <= < >88 N. 1  N.2 <= 8; :;?<=>8<. L8 <;;8K ><=; 8 :;:;?@= < 2"" @;89 < ;8=9 < ; :; 1"" @;89 < ?<<=> :;>8= ;@9. L9 :@<=>9 ?;8=><9 @;= 8 8 :;<:8;8?@= < % @;89 < :@<=>9 :; 1"" @;89 < ?<<=>. L8 ?@<;>8 < ><;;8K = 9< 8?@8; 89>8 H< 8 ?88 88 <=;< :8;8 ;<9@9>@; 8 :;<9@= < ;@. E ><;;8K 9<; :;<=98 :; <@ < = ;@ < :@<;8  <>8, H< = :<9< <=9 < 1% @;89 :; :88 < 8=?, <= 9 @;@=8  >;8=9<;98. D;8=>< < 8?@8 9< <9:8;?@;= 89>@89 < ; < >88 ;8=<, <= ?8=>@8 >8 H< 89 9:<;@?@<9 <9>;<<= < 8?88 < *% 4 < 8;<8 @9>;@@ =@;<<=><.

A;=5=0 <980 L8 9:<;@?@< 8?888  8=8 <<; <8;9< 9<<;9< ?= =8 ?8:8 < 8;<=8 X<8 < 1 < <9:<9;.


P#!$4.



D<9:9 < <=; < ?=>;8 K?8 98=@>8;@ < ><;;8K, 9< :;?<<; 8 :@ < 8 9:<;@?@< ?= :@;<9 <?>;@?9, ?8;89 ?= :@<;89 < :@;. D;8=>< < :@, 8 9:<;@?@< 9<; ?=9<;88 88, <@<= <@@=8;9< ?= 8=8=>< 88 >9 9 8><;@8<9 ;<9>8=><9 < :@. A?88 9><, 8 9:<;@?@< 9< 88; @<= ?= <9@= < 8=  9< :; 98; = 8;89@ @= :8;8 <@@=8; 8=?89. Método de medición

L8 =@8 < <@8 <9 < M<>; ?8;8 /20. S< <@; 9 =@> <@8 <= >89 89 :8;<<9, ?=89  >;9 <<<=>9 H< 9 <<=, < 8?<; ?= 89 <9:;8. Base de pago

L9 >;889 <9?;@>9 9<;= :889 9<X= 89 ?8=>@8<9 9<8889 <= < :;;8 8=><;@;  < 8?<; 8 :;8;@ @=@?8 <= < P;<9:<9>, ?= 8 :;<@8 8:;8?@= < 9:<;@9;. 3.1.2

*%CALO CER MICO VIT RIFICADO .3  .3 ! /I LERAS Descripción

E9>8 :8;>@8 9< ;<@<;< 8 8 ??8?@= < ?<;@? @>;@@?8 @=9>88 <= 9 K?89 <><;@;<9 ?= :@<;8 =8>;8 ' >;8>88 ??88 ?= ;><;. Método constructivo

P;<@8 8 8 @=9>88?@= <9 = @;< < 9?@<8, :  H< 9<8 =<8  8:88 :8;8 <@>8; 89>9 <?<9@9 < ;><;. S< ;<; 9<8 < ?<<=> >@: I  8;<=8 @=8 <= :;:;?@= < 1$. I=@?@< >;8K8= 9 =@<<9 <9< =< ?<=K8; < <=?8:< 8;?8= < =@<  < : >@@K8= ;<89  :889. I=9>88; < ?<;@? ?= = :;<@ ?@?>< < ;><;  <:8;<8= ?= :8=?8 < 8<;8, 9< ><=; <9:;< 89 :@8=?@8 :8;<8 <= >89 89 =>89. U=8 8=> <;>@?8<9 ? ;@K=>8<9, 9< :;?<< 8 @=9>88; 9889 <9:< <= ;<9  <9H@=89 < 8?<; 8 89 @=@?8?@=<9 < 9 :8=9. T < ;><; 9;8=>< H< H<8 9;< 8 9:<;@?@< < 9 <=?8:<9  H< <<=>8<=>< 88 8 ><;@=8?@= < 89 ?8=><;89 << 9<; ;<@8, <9>8 9< ;<8@K8 ?@<=>< ?= 8 :8988 < =8 <9?@8 < ?<;89 < 9@=>>@?89.

M=?6=8> • • • • •


C<;@? V@>;@@?8 /9<X= 9<8 < ?890.

C<<=> A;<=8 @=8 P8=?8 < 8<;8, 8@<, T@=8 :8;8 
P#!$!.


UNIDAD DE ESTUDIOS Y PROYECTOS •

A8;8 <?>;@?8 ?= @9? < ?;>< :8;8 :@<;8 $.


S< <@; :; <>; ?8;8 /[0. Base de pago

E :8 < <9>9 >;889 9< 8; :; <>; ?8;8 /20, ?= 9 :;8;@9 H< 9< <=?<=>;8= <@=@9 <= < :;<9:<9>, ?= 8 :;<@8 8:;8?@= < S:<;@9;. 3.11 COBERTURA 3.11.1

COBERTURA TEJA ANDINA Descripción

C:;<=< 8 ??8?@= < :8=?89 < ><8 8=@=8 9;< < >89 :8=?89 @;= >;898:889 <= 1"?  @889 ?= >@;8=<9. L8 T<8 A=@=8 <9 =8 :8=?8 @8 < @;?<<=> H<, :; 9 8>;8?>@ ?;, ;@=8 9@<:;< = <?<<=>< 8?88. P; 99 ?8;8?><;9>@?89, @<=9@=8<9  < :<9, <><;@=8= 8;; < 8= < ;8 <= 9 @=9>88?@=  <= 8 <9>;?>;8 < 8:. Método constructivo

L89 :8=?89 < ><8 8=@=8 9<;= ??889, 89 :;@<;89 ?= 8=?9, @89 <= < ;< < 8@<;8W 8 ??8?@= < 89 :8=?89 9@@<=><9, 9< 8; ?= >@;8=<9 @89 8 >8;9 < 8<;8  :9>@?, <89 ?= 8=>@?@:8?@= <= 8 98 8@<;88 < 8?<; 8 89 <@89 < 8 :8=?8 < ><8 8=@=8, ?:<<=>8= ?= ;><; < ?<<=> – 8;<=8, < 9<; =
M=?6=8>  9<0> = 9?8=6 T<8 8=@=8 <= :8=?89 < 1.1$.  ".*2.  % . T@;8=<9 :8;8 ><8 8=@=8. • • •

&<;;8@<=>89 8=8<9.

Sistema de control de calidad 

 

S< ><=; ?@8 H< 9 8@=<8@<=>9 < ><=8= = @9 =@<  <9>= :<;8<=>< ;9. S< ><=; <9:;898:<  =@= < 89 :8=?89 < ><8 8=@=8. Q< 9 8><;@8<9 8 >@@K8; <9>= <= :<; <9>8.


S< <@; :; <>; ?8;8 /[0. Base de pago

E :8 ?=9>@>@; 8 ?:<=98?@= >>8 :; 8 8= < ;8, <;;8@<=>89  8><;@8<9 =<8 8=@=8.


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3.12 CARPINTERÍA DE MADERA 3.12.1

PUERTAS DE MA DERA ENTABLERADA DE CEDRO Descripción

L89 :<;>89 9<;= < >8<;9 ;<889 < 8<;8 ?<; < :;@<;8 ?8@8, < 8?88 << 9<; ?= 9:<;@?@<9 @<= @89, 99 :8;8<=>9  8;?9 <<= <9>8; 8:  99 <9H@=89 8 <9?8;89, :8;8 < :=<; 8 8 < 8 :<;>8 ?= 89 @98;89 <  1'26. MADERA S< >@@K8; <?9@8<=>< ?<; =8?@=8 < :;@<;8 ?8@8 /P<;>8  V<=>8=890. T8 8 8<;8 <<; <9>8; <;<9 8=89, <=<;<8<9 ?=<9,  ?8H@<; >;8 @:<;< 9 ;<9@9><=?@8  8:8;@<=?@8. PRESERVACIÓN T8 8 8<;8 9<; :;<9<;88 ?= =8><=8> < ?;<  9@@8;<9 ><=@<= ? ?@8 < H< 8 :@=>;8 = 9< <>@<=8 <= 8 9:<;@?@< H< 8 8 8 ><=<; 8?88 =8>;8, @8<=>< <= < <=> < 9 ?;><  <= 8 8;@?8?@= < = <<<=> <= < >8<; ;8; <= :<; < 9<@8 < 9 8;88 < 8 @8, > < >@<:;<9:@9 =8 1" 4 < <9 <8 . L8 8<;8 9<; <= 9 88?<=<9 :; =><=<; :<;@= =@ 9<8=89. Método constructivo

T9 9 <<<=>9 < ?8;:@=><;8, 9< ?<@;= <8?>8<=>< 8 9 ?;><9 <>889  <@89 @=@?889 <= 9 :8=9, <=><=@=9< H< <89 ?;;<9:=<= 8 @<=9@=<9 < ;8 ><;@=88  = 8 8<;8 <= ;>. E9>< >;8 8 :; 9<; <8 <= >8<;  <= ;8 , :<; 9@<:;< :; :<;8;@9 <9:8<=>< 8 <;>< :;<9@=, <@= 9< 9@<:;< ><=<; = <=988< :<;8<=>< ;@  ?= < <=; =X<; < ?89, 9 ?8<9 9<;= 9:;@@9 <= 8 8;8 < 9 ?899. E= 8 ?=9 <9>;?>;8<9 9< ><=; <= ?<=>8 H< 9@<:;< 8 @;;88 < 8<;8 9<; <=>;<8 <= ;8, @<= @8 89>8 = :@ @= @:;<=8 <= 8?<@>< < @=8K8, @9> :8;8 ;89  ;89 < 8;?9 = 9< <8;= 8 ?8 89>8 H< 9< 88 ?=?@ < >;88 < ;<H<9 < 8@<=><. PINTADO A=><9 < 8:@?8; < :@=>8 8 9:<;@?@< << <9>8; 9; 8<=>< ?=>8@=8=><, < 9< 8:@?8; 8 8?8 9<8;8 :8;8 8<;8, :@;@@=8 ;@8=><, :8;8 =<8<=>< 9<; @889  8:@?8; < B8;=@K  9@@8;W ?89 <9:89 :; < 8;@?8=><, <=9<@8 H< 9;<9 8=9 ?=9@89, :;<@8 @88 8=><9 < ?8:8  ?8:8, <9>< :;?<@@<=> 9< ;<:@>< :; 889 ?8;89. N@=X= <<<=> < 8<;8 9<; ??8 <= ;8 9@= 8 8:;8?@= < C=>;8>8=><.


P#!$7.



T9 9 <<<=>9 < 8<;8 9<;= ?@898<=>< :;><@9 < :<9, 88;89, 8=?89, 89>8 8 <=>;<8 < 8 ;8, 9@<= < ;<9:=98@@8 < ?=>;8>@9>8 < ?8@ < :@8 < >8<9 ?@89. Calidad de los materiales

L8 8<;8 :8;8 <<; 9<; < <?8@:>  9@@8;, 89 @98;89 9<;= < @<;;  < ?8=8 < ;=?<. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

L8 S:<;@9@= <<; <;@@?8; 8 ?8@8 < 8 8<;8  <9 8??<9;@9 8=><9 < 9 9. S:<;@98; 8 ?;;8 @=9>88?@= < 8 :<;>8. V@@8; < ?:@@<=> < 9 :;;889 < >;88. Método de medición

P8;8 8 :;<9<=>< :8;>@8 9< 8 <9>@:8 H< 9 =@8 < <@8 9<; 8 =@8 /=0. Base de pago

E :8 9< 8; :; =@8. D@? :;@>@; ?:<=98?@= >>8 :; 8 8= < ;8, <;;8@<=>89, 8><;@8<9, @=?<= <<9 9?@8<9  ?8H@<; 8?>@@8  9@=@9>; =;88. 3.12.2

MAMPARAS DE A LUMINIO CO N VIDR IO FIJO PAVONADO Descripción

S< >@@K8;= <= 8:8;89  <=>8=89, :<;@<9 < 8@=@ 9<X= < @=@?8 <= < :8=, ?=9<;8= 89 ?8;8?><;9>@?89 < @9< <:;<9889 <= :8=9. S< <<; ?=9<@; =>89 <;>@?89 H< @:@8= < @=;<9 < @<=>  :. MATERIALES P8;8 <9>< :; 9< 8 >@@K8 ??8;8?><;9>@?89, ;<<;<=?@8 9 :<;@<9 < ?8> < ;@@=8. D@98W 9@= <8;, 9< :<<= >@@K8; >;89 8;?89 < 9@@8;<9 8=><=@<= < @9< T8 8 ?8;:@=><;8 < 8@=@ ><=; 9 8??<9;@9 < @8?@=, 9<;@8  9@9><89, ?;;<@K9, @>; <=>>;9, H< 9<8= = =?@=8@<=>.

Método constructivo

S< 9<@;= 9 :;?<@@<=>9 @=@?89 :; < 8;@?8=><. Calidad de los materiales

L8 8<;8 :8;8 <<; 9<; < <?8@:>  9@@8;, 89 @98;89 9<;= < @<;;  < ?8=8 < ;=?<. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9


P#!$(.



L8 S:<;@9@= <<; <;@@?8; 8 ?8@8 < 8 8<;8  <9 8??<9;@9 8=><9 < 9 9. S:<;@98; 8 ?;;8 @=9>88?@= < 8 :<;>8. V@@8; < ?:@@<=> < 9 :;;889 < >;88.


U=@8 < M<@8 UNIDAD /UND0. Base de pago

E9>8 :8;>@8 9< :88; :; =@8, ?= 8 :;<@8 8>;@K8?@= < S:<;@9;, <8 < 8?<; 8 89 <9:<9 <9?;@>89  9 :8=9. L89 :8;>@89 9<;= :8889 ?= 9 :;8;@9 H< 9< <=?<=>;8= <@=@9 <= < :;<9:<9>, 9 H< ?=><:8= >9 9 ?9>9 < 8= < ;8, 8><;@8<9, <;;8@<=>89, >;8=9:;><,  <9 @=99 < @:;<@9>9 =@89. 3.12.3

VENTANAS CON PERFILES DE ALUMNIO CON PUERTAS PIVOTANTES Descripción

C:;<=< < 9@=@9>;, ;89 < ?8;:@=><;8 < @=9>88?@= < =8 <=>8=8 ?:<9>8 :; @9>=<9 < 8@=@. Método constructivo

L< < ;<8@K89 9 <;;8<9 <= 9 ;<9:@9 8=9 =< 9< ??8;= 89 <=>8=89, 9< @=9>88;= 89 @989, :;<@8<=>< <<;= 8?<;9< 89 ;89 < ?8;:@=><;8 =8  H< 9 ?=@;8?@= @=8, 9<8 8 ;<9:@8 <= 9 :8=9. Método de medición

L8 <@?@= 9<; =@8 < :<;>8 /=0. Base de pago

L8 :;<9<=>< :8;>@8 9< :88; 8 ?9> =@>8;@ < :;<9:<9> 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E9>< ?9> ;<:;<9<=>8 8 ?:<=98?@= >>8 :; ?=?<:> < 8H@9@?@= < 8><;@8<9, 8= < ;8, <;;8@<=>89 < @:;<@9>9 :8;8 <8; <9>8 :8;>@8. 3.13 CERRAJERÍA 3.13.1

BISAGRA CAPUC/INA ALUMINI*ADA DE 4"  4" Descripción

S< ;<@<;< 8 9@=@9>;  ??8?@= < 8H<9 <<<=>9 H< :9@@@>8= 9 @@<=>9 < 89 89 < :<;>89.


P#!$).


UNIDAD DE ESTUDIOS Y PROYECTOS Método constructivo

L89 @98;89 ><=;= 8?88 < 8@=@ 8=@K8W 9<;= < >@: ?8:?@=89  :@= < :;@<;8 ?8@8, 9< ??8;= <= =X<; < " =@8<9 :; ?88 8 < :<;>8. L8 @8?@= 8 9 8;?9 9<; <@8=>< >;=@9. Método de medición

L8 <@?@= 9<; :; =@8 /U=0. Base de pago

L8 :;<9<=>< :8;>@8 9< :88; 8 ?9> =@>8;@ < :;<9:<9> 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E9>< ?9> ;<:;<9<=>8 8 ?:<=98?@= >>8 :; ?=?<:> < 8H@9@?@= < 8><;@8<9, 8= < ;8, <;;8@<=>89 < @:;<@9>9 :8;8 <8; <9>8 :8;>@8. 3.13.2

CERRADURA TRES GOLPES PARA PUERTA ENTABLERADAS DE CEDRO Descripción

S< ;<@<;< 8 9@=@9>;  ??8?@= < 8H<9 <<<=>9 H< :9@@@>8= < ;8 < :<;>89. L9 >;=@9 < 9 ;<><=<9 @;= 9<89  89@89. S< >@@K8;= :<;@89 ?= 8?88 < : < ;=?< :8;8 8. Método constructivo

L89 ?<;;8;89 9< ??8;= ?= 8 :;<@8 ;<8@K8?@= <  < @<=9@=<9 8:;:@889 <= 8 8 < 8 :<;>8. S< <<; <;@@?8; 8 ?8@8 < 89 @989 89 ?8<9 <<;= 9<; 8:;889 :; < 9:<;@9;. A=><9 < ?88 ??8?@= 9< <;@@?8; 8 8:<;>;8  ?<;;8;8 8>>@?8 < ?88 = < 9>9 8??<9;@9, 8 @= < <9?8;>8; :9@<9 889 ? < >;88@<=> < 9 9<;9. U=8 889 9< :;?<<; 8 8 @8?@= <@8=>< >;=@9. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

E S:<;@9; < ;8 ?=>;8; 8 ?8@8 < 9 8><;@8<9 8 98;?. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88.


80 L8 <@?@= 9<; :; =@8 /U=0. Base de pago

L8 :;<9<=>< :8;>@8 9< :88; 8 ?9> =@>8;@ < :;<9:<9> 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E9>< ?9> ;<:;<9<=>8 8 ?:<=98?@= >>8 :; ?=?<:> < 8H@9@?@= < 8><;@8<9, 8= < ;8, <;;8@<=>89 < @:;<@9>9 :8;8 <8; <9>8 :8;>@8.


P#&$.



CERRADURA DE PERI LLA PARA PUERTAS CON TRAPLACADAS Descripción

L89 ?<;;8;89 @=><;@;<9 9<;=, < :<;@8 :8;8 @=><;@;<9, ?@=;@?89, 8?88 < 8?<;, :8;8 :<;>8 @=><;@;, ?= < < >;<9 8<9 < ;=?< =@H<8, :<;@8 >@: :<;8 ?= ;<<;K @=><;@;, ?= ?@@=; < ;=?<  ?8< < :@=<9, >= < 9<;@8 @=><;@;, :@= 8=>@ >8;<>8 Método constructivo

L89 ?<;;8;89 9< ??8;= ?= 8 :;<@8 ;<8@K8?@= <  < @<=9@=<9 8:;:@889 <= 8 8 < 8 :<;>8. S< <<; <;@@?8; 8 ?8@8 < 89 @989 89 ?8<9 <<;= 9<; 8:;889 :; < 9:<;@9;. A=><9 < ?88 ??8?@= 9< <;@@?8; 8 8:<;>;8  ?<;;8;8 8>>@?8 < ?88 = < 9>9 8??<9;@9, 8 @= < <9?8;>8; :9@<9 889 ? < >;88@<=> < 9 9<;9. U=8 889 9< :;?<<; 8 8 @8?@= <@8=>< >;=@9. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

E S:<;@9; < ;8 ?=>;8; 8 ?8@8 < 9 8><;@8<9 8 98;?. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88.


L8 <@?@= 9<; :; =@8 /U=0. Base de pago

L8 :;<9<=>< :8;>@8 9< :88; 8 ?9> =@>8;@ < :;<9:<9> 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E9>< ?9> ;<:;<9<=>8 8 ?:<=98?@= >>8 :; ?=?<:> < 8H@9@?@= < 8><;@8<9, 8= < ;8, <;;8@<=>89 < @:;<@9>9 :8;8 <8; <9>8 :8;>@8. 3.14 VIDRIOS+ CRISTALES Y SIMILARES 3.14.1

VIDRIO CRUDO FIJO &MM PAVONADO Descripción

C:;<=< 8 :;@9@=  ??8?@= < 9 8><;@8<9 < @:<<=>9 ;<8?@=89 ?= 89 9:<;@?@<9 @;@889 H<, :8;8 @@=8?@= =8>;8 < :;>>@:, 9< ;
>@@K8;, @;@ ?; :8=8 < ! . ?'@=?;.

Método constructivo

- S< ??8;= @;@ /? >@: 9< <9:<9 H< 9< @=@H<= <= 9

:8=9.

- S< @=9>88;= <=  :9@< <9:9 < ><;@=89 9 >;889 < 8@<=><.


P#&$1.



- L9 @;@9 9<;= < !. S<; :; ?<=>8  ;@<9 < ;<9@<=>< 8 ;>;8  ;<:9@?@= < @;@9, < <98 < <9:<;@?@ <8 <= 8 ;8 :; <9>< ?=?<:>, 89 ? 8 ?;;<;@;9 ?89@=89 :; < @9 <= 8 ;8, 8=><9 < <=>;<8; < >;88 <= 9 >>8@8. - S ??8?@= 9< 8; ?= :<;8;@9 <9:9 <<;= 9<; 8;?89  :@=>89 ?= =8 8; @:8?>9  ;>;89 :; < :<;9=8 < 8 ;8. Sistema de control de calidad

E 9:<;@9; <;@@?8; H< 9< ?:8= ?= 9 ;9 >?=@?9 <9?;@>9  8; ?=;@8 <= 8 8?<:>8?@= < 9 >;889. Método de medición

S< ?=9@<;8 8 @;@ ?; 9<@< :; :@< ?8;8 /:20 @=9>88. Base de pago

E :8 9< <8; :; :@< ?8;8 /:20. 3.14.2

VENTANAS VI DRIO CRUD O FIJ O &MM PAVONADO Descripción

C:;<=< < 9@=@9>;, ;89 < @=9>88?@= < <=>8=89 ?:<9>89 :; @9>=<9 < 8@=@ H< 9<>8= 8 9 @;@9 9<X= 9 :8=9 ;<9:@9. Método constructivo

L< < ;<8@K89 9 <;;8<9 <= 9 ;<9:@9 8=9 =< 9< ??8;= 89 <=>8=89, 9< @=9>88;= 89 @989, :;<@8<=>< <<;= 8?<;9< 89 ;89 < ?8;:@=><;8 =8  H< 9 ?=@;8?@= @=8, 9<8 8 ;<9:@8 <= 9 :8=9. Método de medición

S< ?=9@<;8 8 89 <=>8=89 :; :@< ?8;8 /:20 @=9>88. Base de pago

L8 :;<9<=>< :8;>@8 9< :88; 8 ?9> =@>8;@ < :;<9:<9> 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E9>< ?9> ;<:;<9<=>8 8 ?:<=98?@= >>8 :; ?=?<:> < 8H@9@?@= < 8><;@8<9, 8= < ;8, <;;8@<=>89 < @:;<@9>9 :8;8 <8; <9>8 :8;>@8

3.14.3

MAMPARAS DE A LUMINIO CO N VIDR IO FIJO PAVONADO Descripción

E9>8 :8;>@8 ?:;<=< 8 @=9>88?@= < 8:8;8, :<;@ < 8@=@, 2& ?;;<@K89 < @;@ :8=8.


P#&$2.



L9 @;@9 9<;= < >@:  <9:<9; H< <= ?88 ?89 9< <9:8;= ?;>89 8 8 <@8 ?=<=@<=>< :8;8 :;<<; 89 @8>8?@=<9 8 H< <9>8;= 9<>@9  :<;@>@; 8 ?;;8 @:8=>8?@= < >8?9 < 89<=>8@<=>  <=?8;<. P8;8 9 @;@9 :8=89 9< <<;= 9@<:;< :@; 8< >9 99 ;<9 :8;8 <@@=8; @<=><9  :<;@;<=>< :<8= :;?8; ;88;89 :; @8>8?@=. MATERIALES:

S< >@@K8; :<;@ < 8@=@, @;@ :8=8 < ! . ?'@=?;. Método constructivo

P8;8 8 ??8?@= 9< <:<8; :<;9=8  ?:<><=><. S< :=; <9:@;  ??8?@= < 9 ?=>;8 @;@9, =<;=9 ;<=88<=><, <  H< <8= 8 ?:8; < @9 8; H< < :;<@9> <= >8<;. S< ?@8; <9:< = :;?@; <= 89 ;89  ?=>;8@;@9 8;?89 <;@889 < <9?@ <= 9 <>;8??@=  :; < :9><;@; 8;>@8  :=K8. S< ??8;= 9<X= ?;;<9:=8, ?= 89@89 < :;@<;8 ?8@8, 9<8;<9 <9:<9,  >; >  <<<=> 8:;8 :;<@8<=><. Sistema de control de calidad

E 9:<;@9; <;@@?8; H< 9< ?:8= ?= 9 ;9 >?=@?9 <9?;@>9  8; ?=;@8 <= 8 8?<:>8?@= < 9 >;889. Método de medición

S< ?=9@<;8 8 8 8:8;8, :<;@ < 8@=@, :; :@< ?8;8 /:20 @=9>88. Base de pago

E :8 9< <8; :; :@< ?8;8 /:20. 3.1! PINTURA 3.1!.1

PINTURAS LTE  VINI LICO COL OR EN M UROS I NTERIORES Descripción

C:;<=< < 9@=@9>; < 8 8= < ;8  8><;@8<9, 89 ? 8 M> ?=9>;?>@ < 89 :<;8?@=<9 =8 < 89 ?8;89 H< ?:=<= 8 <9>;?>;8, <  < H< 9>8 :9<8 = 8   9 @:@ :9@<. L8 :@=>;8 ?:< =8 =?@= < <>@9 X>@:<9 <9 = <@ < :;>;8 9 8<=><9 <9>;?>@9 < ?@8, = <@ < @@<=< H< :<;@>< ;8; 9:<;@?@<9 @989, = <@ < ;=8> < :;@<;8 @:;>8=?@8  = <@ < 9<8@K8?@= < @<=>@@?8?@= < 89 ;89 < 9<;@?@. Método constructivo

PREPARACIÓN DE LAS SUPERFICIES L89 9:<;@?@<9 <<;= <9>8; @:@89  9<9 < :@=>8, 9@ :;<9<=>8= @:<; < 8><;@8.


P#&$3.



A=><9 < :@=>8 < ?8H@<; 8@<=><, > >;88 ><;@=8 9<; :;><@ ?=>;8 89 98:@?8;89  8=?89. L89 9:<;@?@<9 <8;= P@=>;8 L><, 9< <9 8:@?8; :;<@8<=>< S<8; :8;8 :8;<<9 B8=? /G@=0, :8;8 @:;@8; 8 9:<;@?@< =<8 /9@= :@=>;80  :;<@8<=>< :@=>889, 8=><9 < 8?88 @=8. S< 8:@?8;= 9 8=9 < :@=>;8. S;< 8 :;@<;8 8= < ;9, 9< 8;= ;<98=<9  89@ 89 =<9 < 8 9<=8 8= <@=@>@8. T89 89 9:<;@?@<9 8 89 H< 9< << 8:@?8; :@=>;8, <<= <9>8; 9@<:9 9@?@<=><9 <=>;< 89 8=9  ?8:89 9?<9@89 < :@=>;8, 8 @= < :<;@>@; H< 9>8 9<<=><. N@=X= :@=>8 <><;@; <<; <8;9< ;8=>< ;89 < @8, :; <=8 H< 9>8 <;8. L89 9:<;@?@<9 H< = :<8= 9<; ><;@=889 98>@98?>;@8<=>< ?= < =X<; < 8=9 < :@=>;8 <9:8 98>@98?>;@ 9@= ?9> 8@?@=8 8= :8;8 < :;:@<>8;@. SELLADOR E9 =8 :89>8 8988 <= >< 8 9<; >@@K8 ? @:;@8=><. E S<8; 8 >@@K8; <<; 9<; < 8 @98 ?8@8 < 8 :@=>;8 >< 8 8:@?8;. D<<; 9<; = :;?> ?=9@9><=>< 8 H< 9< < :<8 8;<8; 88 :8;8 8;< =8 @9?9@8 8<. A 9<=>< 8 8 <8, :<;@>@<= 8 ;<:8;8?@= < ?8H@<; ;@<>8, ;88;8, :;9@8  89:<;@@K8; :@=>;89 < 8 <; ?8@8, ?:<9>89 < ?@<;>89 @9:<;9@=<9 <= 88 < ;<9@=89 @=9<9W H< ;8= =8 :<?8 ?=>@=8 8 <8:;8;9< < 88. D<<;= 9<; 8 89< < >< 8?;@? ' 9@=>>@? ?= :@<=>9 < 8>8 ?8@8, ?= = 4 < 9@9 <= <= <= = :;<@ < " 8 $, @9?9@8 < 1"" 8 11" /U 8 2%]C0, >@<: < 98?> @ <= 1 ;8, < 8?88 8>< 98>@=8. L8 :@=>;8 <=>;< >;89 ?8;8?><;9>@?89, << 9<; ;<9@9><=>< 8 9 ?8@9 < ?<<=>, ;<9@9><=>< 8 8 K  8 89 @=?<<=?@89 < >@<:. S< 8:@?8; <= 9 8@<=><9 @=@?89 <= 9 :8=9 ;<9:@9. P8;8 <9 < 8=><=@@<=> <8;= 8 8 ;8 <= 99 <=89<9 ;@@=8<9 < @=>8?>9, 9< <<;= <@>8; 89<=>8@<=> :; <@ < = 8>@ :;<@ 8 8 8:@?8?@=  89 8;8=>@K8; =@;@8 <= < ?;. D<< 9:;>8; < 88 ?= 88  8= 9@= 9;@; 8><;8?@=<9 <= 9 8?88. APLICACIÓN EN MUROS NUEVOS E= ;9 =<9 9< 8:@?8; "2 8=9 < 9<8;  2 8=9 < :@=>;8. APLICACIÓN EN MUROS ANTIGUOS A=><9 < 8 8:@?8?@= < 8 :@=>;8 < 8?88 9< :;?<<; 8 ;<8@K8; 9 >;889 < 8=><=@@<=> ?=9@9><=><9 <= S< ;<8@K8; <88= 89 ?=@?@=<9 < 8 :@=>;8 <= ?88 :8 <9:>8< =>< 8 :@=>;8 H< <9> <= 8 <9>8. E= 8 8;8 < 9 ?899 9<;@; :8;8 <@@=8; @:;; >@: < 8><;8?@=<9 <= < ;. E= < ?89 RASQUETEO:


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< 8 <@@=8?@= >>8 < :@=>;8, 9< <<; =< 8:@?8; 9<8; 8=><9 < 8 8:@?8?@= < 8 :@=>;8. S< ;<8@K8; @=<@8>8<=>< < < ;89H<><, <= 8 >>8@8 < :8 8 :@=>8;, 9@= <@@=8; 8 :@=>;8, 9<;@; :8;8 <@@=8; @:;?.  9< ;<8@K8; <= 9 <>8:89, ><=@<= ?@8 <= @:@8; < :8 <9:9 < 8 :;@<;8 :8988 < @8. LIJADO:

LIMPIEZA:

;<8@K8; <9:9 < ?88 @;8<=>< @88 < :89 "2 8=9 9<. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

L8 S:<;@9@= <<; <;@@?8; 8 ?8@8 < 9 8??<9;@9  8><;@8<9 8=><9 < 9 9. S:<;@98; < ?;; :@=>8 < 89 <9>;?>;89 < 8 ?8:>8?@=. V@@8; < ?:@@<=> < 9 :;;889 < >;88. Método de medición

L8 <@?@= 9<; :; <>; ?8;8 /20. Base de pago

L8 :;<9<=>< :8;>@8 9< :88; 8 ?9> =@>8;@ < :;<9:<9> 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E9>< ?9> ;<:;<9<=>8 8 ?:<=98?@= >>8 :; ?=?<:> < 8H@9@?@= < 8><;@8<9, 8= < ;8, <;;8@<=>89 < @:;<@9>9 :8;8 <8; <9>8 :8;>@8. 3.1!.2

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C:;<=< 8 :@=>;8 H< 9< ;<8@K8; <= 8 ?8;:@=><;8 < 8<;8 >@@K8= 8;=@K, :8;8 :;><<; 8 :@=>;8 <= 8 :?8 < @89, <>?. Método constructivo

P;<@ 8 9 @=9>88?@=, 8 ?8;:@=><;8 < 8<;8 9<; ?@<;>8 :; :@=>;8 8=>@?;;9@8, <@8=>< < 9 < =8 ?:;<9;8 < 8@;< :8;8 :@=>;8, :<;@>@<= < 8?88 ;:@, 89 ? < @=?;<<=> < ;<=@@<=> <= 9 >;889. S< <<; <9:<;8; = 9>8 :8;8 9 ??8?@=, ?=9@<;8= H< < 98?> 9< 8?8=K8 <=>;< 2 8  ;89  < 9>8 < 2$ 8 $ ;89. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9


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L8 <@?@= 9<; :; <>; ?8;8 /20.

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UNIDAD DE ESTUDIOS Y PROYECTOS 4.).2

PISO PORCELANATO GRIS & &CM Descripción

COMPOSICIÓN C=9>@>@8 :; 8><;@8<9 ?<;@?9 9<>@ 9 8 :;?<99 < <  ???@=, :;<9<=>8 9 ?8:89, =8 ;88 :; < @9?? :;9  >;8 :; 8 ?8;8 @9>8 ;8 < 8><;@8 >;<, @9 ?= 8?88 ;@8=><. TERMINADO S< <=>@<=< H< = ;<<9>@@<=> >@<=< ?; =@;< ?8= <= 1 2, < :@9, 9@>88 :<;:<=@?8;<=>< 8 << @98 < 9<;8; ??8 8 2 . = :;<9<=><= @<;<=?@89 8:;@?<9 ?= 8 K =8>;8. DIMENSIONES Y TOLERANCIAS L89 @<=9@=<9 < 89 :@@@K8; :;?<8=8> < :;@<;8, = <<; :;<9<=>8; :=>9 < 8@<;, ;@<>89, 88<, ?8;><8, =8?@=<9, ; < 8:;;@@?88. CARACTERÍSTICAS D<<;= ?:@; ?= ;9 <9>8, <9?8;8, 88<, 89;?@= < 88, ;<9@9><=?@8 8 9 8<=><9 8=?8=><9  ;<9@9><=?@8 8 ?H<. S<;= 8=>@<9@K8=><9. N 9< 8?<:>8;= <= ;8 :@<9 8 89 <9>;89 8:;889. PEGAMENTO L9 :@99 < ?<;@? 9< 89<=>8;= ?= :<8<=> :8;8 ?<;@?. MATERIAL DE FRAGUA P < :;?<8=8  ;88. Método constructivo

COLOCACIÓN S< ??8;= <= 9 :@99 < 8@<=>< @=><;@;, 9<X= <>8<9 @=@?89 <= :8=9  <= ?8; < 8?889. L89 :@8;= <= @<;89 :<;8<=>< ;@K=>8<9W 89 =>89 9<;= < 8=? =@  9 ;<8><9 ?@898<=>< >;8889. PROCEDIMIENTO DE ASENTADO


P#7$.



P8;8 < ;88 < :;?<8=8> 9< >@@K8; :;?<8=8  ;88, 8 H< 9< <;8; <= 8 9<:8;8?@= < <9>89 :; ?:;<9@=, < >8 ;8 H< <=< ?:<>8<=>< 89 =>89, :9><;@;<=>< 9< :898; = >;8: 9, 89 ? >8@= :8;8 @88; < 8><;@8 < ;88 /:;?<8=8  ;880, < 9<; 89>8<=>< =<9 < ?<;@?, <9>9 9<;= ?;>89 8 H@=8 <@<= < :;<9<=>8; ?;>< =>@, 9@= <9:;>@8;89, @8;89, <>? Sistema de control de calidad 




LIMPIE)A S< @:@8; 8 @=><;@8 < :8 <8 8?@<= < =8 <>888 @=9:<;@=8, 8= 89 8><=?@=<9 8 H< @<;8 8;, :8;8 ?=?@; ?= = 8?88 :;<9<=>8< < 8>8 ?8@8.


L8 =@8 < <@?@= 9<; < <>; ?8;8 < 89<=>8 < ; / 20. Base de pago

L8 8;@K8?@= :; <9>8 :8;>@8 9<; :; <>; ?8;8 / 20, >8= < ;<8 < :@9 < :;?<8=8> 4 .) .3

PISO PARQUET Descripción

E :8;H<> <9 = ;<<9>@@<=> < 8<;8 H< 9< :<< ??8; <= >@;89 ?;>89  :8=<<9. L89 8<;89 ?= 89 H< 9< <8;8 <9>< :@9 9= ;89  =<9 ? < ;<, 8<, ?88, ?<;89. A=9 <9 8 @<=<= 8;=@K89  8 >;9 9< < <<= 8:@?8; 2   8=9 < :@=>;8 < < ??8;9. Método constructivo

A=><9 < ??8; < :8;H<>, <<9 @:@8;  @<= < 9< <= =<  8:8;<9, 8@98; 9@ @<;8 8=89 @:<;;8; H< <9> @<= 98 <8, <<9 <@@=8; 8 @98 8=><9 < ??8; < :8;H<>. E :8;H<> <9 = :@9 H< 8 @8<= < ?8@;< @<;<=><9 :?@=<9. E9 = ;<<9>@@<=> 8;@?8 ?= 8<;89 ;89  =<9, ? < ;<, 8<, ?88, ?<;89. E :8;H<> <9 = ;<<9>@@<=> < 8<;8 H< 9< :<< ??8; <= >@;89 ?;>89  :8=<<9. L89 8<;89 ?= 89 H< 9< <8;8 <9>< :@9 9= ;89  =<9 ? < ;<, 8<, ?88, ?<;89. A=9 <9 8 @<=<= 8;=@K89  8 >;9 9< < <<= 8:@?8; 2   8=9 < :@=>;8 < < ??8;9. L< < 8<; <<@ < 9< H< H<;<9  < 8<; 8H@;@, = <9 ?=<=@<=>< :=<; < :8;H<> < @=<@8>. L <; <9 <8; <9?8=98; <=>; < 8@<=>< <= H<  @?8;<9, :8;8 H< 9< 88= 88:>8= 8 89 9@>8?@=<9 8>9;@?89  <@>8; :9@<9 <;8?@=<9.


P#7$1.



A=><9 < ??8; < :8;H<>, <<9 @:@8;  @<= < 9< <= =<  8:8;<9, 8@98; 9@ @<;8 8=89 @:<;;8; H< <9> @<= 98 <8, <<9 <@@=8; 8 @98 8=><9 < ??8; < :8;H<>. C8= < 9< :;<9<=>< >89 <989 ?8;8?><;9>@?89, :;<9 @; ??8= < 8<9@ ;<. L<, 89 ??8= 9 :8=<<9  =@<8= ?= 88 < = >8? < 8<;8. R <8=>8 < 9< =9 12 , :;  H< <<;9 ?<:@8; 89 :<;>89. L @<8 <9 ?<=K8; :; 8 :8;>< 9 8<88 < @=;<9 8 8 988  ><;@=8; 8 ??8?@= <= 8 @98. S< >@@K8 = @9>= 8  ?;< :8;8 = >;?<;>< 8 ??8; 89 :@;@< <= ;8 :8;<8 < :<8<=> ?= 88 < 8 <9:>8 <=>88,  < ??8= ?= ? ?@8. U>@@K8 = =@< :8;8 ?=>;8; H< >89 <9>= =@<889. Sistema de control de calidad 

REVISIÓN DE CORRECTO ASENTADO S< 8; =8 @=?@98 ;<@9@= < ?;; 89<=>8 < :8;H<>  <= ?89 < < < 8;@?8?@=  < 89<=>8 9< :;?<<; 8 ;<>@;8;89  99>@>@;8 :; >;89.



LIMPIE)A S< @:@8; 8 @=><;@8 < :8 <8 8?@<= < =8 <>888 @=9:<;@=8, 8= 89 8><=?@=<9 8 H< @<;8 8;, :8;8 ?=?@; ?= = 8?88 :;<9<=>8< < 8>8 ?8@8.


L8 =@8 < <@?@= 9<; < <>; ?8;8 < 89<=>8 < ; / 20. Base de pago

L8 8;@K8?@= :; <9>8 :8;>@8 9<; :; <>; ?8;8 / 20, >8= < ;<8 < :@9 < :8;H<>. 4.).4

PISO CERMICO .3  .3 CM DE COLOR BEIGE ANTIDES LI*ANTE

I>< "."."2 4 .) .!

CONTRAPISO  ! 

I>< "."." 4.1

*OCALOS Y CONTRA*OCALOS

4.1.1

CONTRA*%CALO CERMICO COLOR BEIGE /.1

C:;<=< 9 >;889 < ??8; ?=>;8 K?89 < ?<;@? < 1"  " ?. ?@8= < ?=9<;8; 8 =<8 < =@= < :@9 ?<;@?. S ?; 9<; < :;<<;<=?@8 ?; ; @< ?=;< 9 <9:9 < 9 ?<=>;9 < 98,  <= < < @9 ?; < :@9 ?<;@? <@<= <8; = ;< < 8><;@8 :9>@?, >8=> <= 8 :8;>< 9:<;@; ? <= 89 8;@9>89. L89 =>89 9<;= ;8889 ?= 8><;@8 <9:< >;88 9< <8; ??8= < :<;@ < :9>@? 9;< 9 ;<9  8;@9>89 ;89 :; < 8><;@8 ?<;@?, < >8 ;8 H< H<< =@<8 ?= <9><, 9< @8;8  8=?8; < >8 8=<;8 H< = 9< <9:;<=8 < 9 <:8K8@<=> .


P#7$2.


UNIDAD DE ESTUDIOS Y PROYECTOS Sistema de control de calidad 




LIMPIE)A S< @:@8; 8 @=><;@8 < :8 <8 8?@<= < =8 <>888 @=9:<;@=8, 8= 89 8><=?@=<9 8 H< @<;8 8;, :8;8 ?=?@; ?= = 8?88 :;<9<=>8< < 8>8 ?8@8.


L8 =@8 < <@?@= 9<; < <>; ?8;8 < 89<=>8 /20. Base de pago

S< :88; :; <>; @=<8, 9<X= :;8;@ @=@?8 <= < P;<9:<9> ?= 8 :;<@8 8:;8?@= < 9:<;@9;. 4.1.2

CONTRA*%CALO PORCELANATO GRIS /.1

C:;<=< 9 >;889 < ??8; ?=>;8 K?89 < :;?<8=8> < 1"  !" ?. ?@8= < ?=9<;8; 8 =<8 < =@= < :@9 :;?<8=8>. S ?; 9<; < :;<<;<=?@8 ?; ; @< ?=;< 9 <9:9 < 9 ?<=>;9 < 98,  <= < < @9 ?; < :@9 :;?<8=8> <@<= <8; = ;< < 8><;@8 :9>@?, >8=> <= 8 :8;>< 9:<;@; ? <= 89 8;@9>89. L89 =>89 9<;= ;8889 ?= 8><;@8 <9:. E9>< >;88 9< <8; ??8= < :<;@ < :9>@? 9;< 9 ;<9  8;@9>89 ;89 :; < 8><;@8 ?<;@?, < >8 ;8 H< H<< =@<8 ?= <9><, 9< @8;8  8=?8; < >8 8=<;8 H< = 9< <9:;<=8 < 9 <:8K8@<=> . Sistema de control de calidad 

REVISIÓN DE CORRECTO ASENTADO S< 8; =8 @=?@98 ;<@9@= < ?;; 89<=>8 < :;?<8=8>  <= ?89 < < < 8;@?8?@=  < 89<=>8 9< :;?<<; 8 ;<>@;8;89  99>@>@;8 :; >;89.



LIMPIE)A S< @:@8; 8 @=><;@8 < :8 <8 8?@<= < =8 <>888 @=9:<;@=8, 8= 89 8><=?@=<9 8 H< @<;8 8;, :8;8 ?=?@; ?= = 8?88 :;<9<=>8< < 8>8 ?8@8.


L8 =@8 < <@?@= 9<; < <>; ?8;8 < 89<=>8 /20. Base de pago

S< :88; :; <>; @=<8, 9<X= :;8;@ @=@?8 <= < P;<9:<9> ?= 8 :;<@8 8:;8?@= < 9:<;@9;.


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S< :<< ??8; < 8<;8 <= >@;89 ?;>89  :8=<<9. L89 8<;89 ?= 89 H< 9< <8;8 9= ;89  =<9 ? < ;<, 8<, ?88, ?<;89. A=9 <9 8 @<=<= 8;=@K89  8 >;9 9< < <<= 8:@?8; 2   8=9 < :@=>;8 < < ??8;9. Método constructivo

A=><9 < ??8; 8 8<;8, <<9 @:@8;  @<= < 9< <= =<  8:8;<9, 8@98; 9@ @<;8 8=89 @:<;;8; H< <9> @<= 98 <8, <<9 <@@=8; 8 @98 8=><9 < ??8; 8 8<;8. E9 = ;<<9>@@<=> < 8<;8 H< 9< :<< ??8; <= >@;89 ?;>89  :8=<<9. L89 8<;89 ?= 89 H< 9< <8;8 <9>< :@9 9= ;89  =<9 ? < ;<, 8<, ?88, ?<;89. A=9 <9 8 @<=<= 8;=@K89  8 >;9 9< < <<= 8:@?8; 2   8=9 < :@=>;8 < < ??8;9. L< < 8<; <<@ < 9< H< H<;<9  < 8<; 8H@;@, = <9 ?=<=@<=>< :=<; 8 8<;8 < @=<@8>. L 8<; <9 <8; <9?8=98; <=>; < :9@<9 8@<=><<;8?@=<9. <= H<  @?8;<9, :8;8 H< 9< 88= 88:>8= 89 9@>8?@=<9 8>9;@?89  <@>8; S< >@@K8 = @9>= 8  ?;< :8;8 = >;?<;>< 8 ??8; 89 :@;@< <= ;8 :8;<8 < :<8<=> ?= 88 < 8 <9:>8 <=>88,  < ??8= ?= ? ?@8. U>@@K8 = =@< :8;8 ?=>;8; H< >89 <9>= =@<889. Sistema de control de calidad 

REVISIÓN DE CORRECTO ASENTADO S< 8; =8 @=?@98 ;<@9@= < ?;; 89<=>8 < 8 8<;8  <= ?89 < < < 8;@?8?@=  < 89<=>8 9< :;?<<; 8 ;<>@;8;89  99>@>@;8 :; >;89.



LIMPIE)A S< @:@8; 8 @=><;@8 < :8 <8 8?@<= < =8 <>888 @=9:<;@=8, 8= 89 8><=?@=<9 8 H< @<;8 8;, :8;8 ?=?@; ?= = 8?88 :;<9<=>8< < 8>8 ?8@8.


L8 =@8 < <@?@= 9<; < <>; ?8;8 < 89<=>8 /20. Base de pago

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C:;<=< < 9@=@9>;  ??8?@= < 9 88;<9 < ;=?< <= 89 :<;>89 < 8<;8. Método de medición

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PUERTAS DE MA DERA ENTABLERADA DE CEDRO

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VENTANAS CON PERFILES DE ALUMNIO CON PUERTAS PIVOTANTES

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CERRADURA TRES GOLPES PARA PUERTA ENTABLERADA DE CEDRO

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CERRADURA DE PERI LLA PARA PUERTAS CON TRAPLACADAS

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VENTANAS VI DRIO CRUD O FIJ O &MM PAVONADO

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INSTALACIONES SANITARIAS GENERAL

7

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I>< "2."1."1."1."2

7.1.2 7.1.2.1

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Descripción

C:;<=< < 9@=@9>; < 8 8= < ;8, 8><;@8<9  <;;8@<=>89 :8;8 ?=9>;@;  ??8; 8 ;<@8 < @<;; :8;8 ?=<>8. S< >@@K8; <9>;?>;8<9 =9 < \'?20 1  1  1'  :8>@=89 < 1'$  1' ?= <9@=8?@= ASTM A! 8?<;9 /F  2,%" \'?2  F  $,"" 8?<; <9>;?>;8. E <; 8 98; 9<; < E!"11, 9 ?=?@ ? <; 6:=> 8K6 a 1'. S< << <9>8?8; H< 9< << ><=<; <9:;88, :<;8<=>< =@<89  ;@9, 9< >;8K8; 8 :@;8; 8 ?8@8 < >;88, 89 @<=9@=<9, =@<<9  <;8?@=<9 H< ;@@=8= < ?8; < 9 ?;><9  98;8. U=8 <;@=89 9 <=98<9 9< @:@8=, :@=>8=  88?<=8=, H<8= @9>9 :8;8 9 >;898 8 8; < 8 ;8. T89 89 <9>;?>;89 < 8?<; <9>8;= :;><@89 ?=>;8 8 @8?@=W <@=9< ><=<; <9:
S< <@; :; <>; @=<8 /0. Base de pago

S< :88; :; <>; @=<8 < ?<;?, 8:;8 :; < I=<=@<; S:<;@9;.

( (.1

CISTERNA Y TANQUE ELEVADO PO*O PARA CISTERNA


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(.1.1


(.1.1.1

LIMPIE*A DEL TERRENO MANUAL

I>< "2."1."1."1."1 (.1.1.2

TRA*O Y REPLANTEO PR ELIMINAR

I>< "2."1."1."1."2

(.1.2


(.1.2.1

ECAVACION M ANUAL DE T ERRENO

I>< "."2."1 (.1.2.2

RELLENO CON MATERIAL GRANULAR DE 1"

Descripción

C:;<=< 9 >;889 <89 8 ?8 :8;8 <;8; 9 9<9 <= ?88 <9>;?>;8, :8;8 < 9< ??8; =8 89< < 8><;@8 ;8=8; < 1, H< :<;@>8 =8 @9>;@?@= =@;< < ?8;89. Método constructivo

S< ??8; ?8:89 ?=9>@>@89 :; 8><;@8 ;8=8; < 1, < @9 H< <<; 9<; ?:8?>8. Calidad de los materiales


D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

V<;@@?8; H<8<9>< @<= 8:@?8?@= ?:8?>8 < 8><;@8 ;8=8; < 1. S:<;@98; ?;;8 < 89 9?8:89 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88. Método de medición

L8 <@?@= 9<; :; <>; ?X@? /0 < <= < 8><;@8 ;8=8; < 1. Base de pago

L8 :;<9<=>< :8;>@8 9< :88; 8 ?9> =@>8;@ < :;<9:<9> 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E9>< ?9> ;<:;<9<=>8 8 ?:<=98?@= >>8 :; ?=?<:> < 8H@9@?@= < 8><;@8<9, 8= < ;8, <;;8@<=>89 < @:;<@9>9 :8;8 <8; <9>8 :8;>@8

(.1.3 (.1.3.1

OBRAS DE CONCRETO ARMADO CONCRETO FC21 $ ;2+ S: M ;8=06=

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ACCESORIOS P VC DESAGUE

I>< "!."2."2 ( .1 .& (.1.&.1

VARIOS ASAS DE TORINILLOS EN "U"

Descripción

C:;<=< < 9@=@9>; < @=9>88?@= < 8989 < >;=@9 <=  <= 89 >8:89 < ?=?;<>. Método constructivo

L89 8989 9<;= ??889 ? =8 U @=<;>@8 <8= >;89 @;<9 <= ?88 >;8 =< 9< ??8;= ><;?89 < 9
L89 8989 <<;= ><=<; =8 :>@8 ?8@8  ?8;
D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9  

S:<;@98; 8 ?8@8 < 9 <<<=>9 8 <:<8;9<. V@@8; < ?:@@<=> < 9 :;;889 < >;88.


E > < <@?@= 9<; :; =@8 /=0.


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E :8 9< <8; 8 ?9> =@>8;@ :8?>8, < 8?<; 8 <>;8 ;<8@K8  8:;8 :; < S:<;@9;. (.2

TORRE TANQUE ELEVADO

(.2.1


(.2.1.1

LIMPIE*A DEL TERRENO MANUAL

I>< "2."1."1."1."1 (.2.1.2


I>< "2."1."1."1."2 (.2.1.3

TRA*O+ N IVELES Y R EPL ANTEO DUR ANTE EL PROCESO

I>< "."1."

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(.2.2.1

CORTE DE TERRENO /ASTA NIVELES REQUERIDOS CON MAQUINARIA Descripción

S< ;<@<;< 8 9 >;889 =<9 =@<<9 H< 9< :;<9<=>8= <= < ;<8 < :;, <9>9 =@<<9 <<= 9<; >8<9 H< <<= ?=?;8; ?= 9 =@<<9 < ><;;<= =8>;8 < 9 @<;99 <>8<9 < ?@<=>8?@=  :@99 H< 9< :;<9<=>8= <= < :;, 9 >;889 9<;= ;<8@K89 ?= 8H@=8;@8 :<988 >8  ? 9< ?=9@<;8 <= < ;<9:@ 8=@9@9 < ?9>9 =@>8;@9 < <9>8 :8;>@8W ?=9@<;8= = :;?<=>8< < <= < ?;>< <= ;8 8=8 <= 89 K=89 H< @:@<= 8 ;<8@K8?@= < >;88 ?= 8H@=8;@8. E 8><;@8 :;<=@<=>< < ?;>< <<; 9<; ;<>@;8 < ;8  ?=;< 8 89 @=@?8?@=<9 < I=<=@<; I=9:; 9< <9 8><;@8 9<>  @=<9>8< H< = 9< ?:8?>< ?@<=><;@8 ;=@?  <<<=>9 <>;89 H< ?=;<= 
A ;<8@K8; 8 <?88?@= 9< << ><=<; <= ?<=>8  9@@<=>< 

E 8><;@8 :;<=@<=>< < 89 <?88?@=<9 <<; 9<; ;<>@;8 8 = 8; < 8=>=8@<=> @8 :8;8 9 <@@=8?@=.

Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

V<;@@?8; 89 @<=9@=<9  =@< < ?;>< <9>= < 8?<; 8 9 :8=9. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 ?=>;<9 < 9<;@8 < >;88.


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L8 =@8 < <@8 9<; <= <>; ?X@? < 9< ?;>8 /0, < 8?<; 8 89 ?8;8?><;9>@?89 < 8 <:8=8?@=. Base de pago

E :8 9< ;<8@K8; :; <>; ?X@? < <?88?@= < 8?<; 8 :;8;@ <9:
CORTE D E T ERRENO MANUAL

Descripción

E9>8 :8;>@8 ?;;<9:=< 8 8 <?88?@= 8=8  <:8=8?@=<9 @=?889 8 ;89 < ?@@<=>9  >;89 <9>;?>;89 < 8?<; 8 :;. L8 <?88?@= 8=8 9< <:;8K9  ;<:8=><9 8= 9@ 8:;89 :; < I=. S:<;@9;. Método constructivo

L9 >;889 9< ;<8@K8;= ?= <;;8@<=>89 8=8<9, /:@?, :88, 8;;<>80, 9< <<; :=<; <9:<9 < ><;;<=, :8;8 8=><=<; 8 <<>;8 < 89 <9>;?>;89 :8=><889 <= < <:<@<=>< < :;. T89 @@?8?@=<9 <= 89 @<=9@=<9 < 89 <?88?@=<9 >@889 :; < >@: < 9< <<;= 9<><;9< 8 8 8:;8?@= < 9:<;@9; < ;8. S< @9:=;= 9 8:=>88@<=>9  <=>@8?@=<9 =<<; 89 <?88?@=<9  <= > <=> <@>8; 8??@<=><9 ;8=>< 9 >;889. Calidad de los materiales

A ;<8@K8; 8 <?88?@= 9< << ><=<; <= ?<=>8  9@@<=>< 





E= 8 8:<;>;8 < 89 K8=89 9< ><=; ?@8 < = 88;  8=><=<; <= =?@=8@<=> 89 @=9>88?@=<9 < 9<;@?@ :X@? <@9><=><, 9 ?8<9 :;<@8<=>< 9< <<;= < 8<; ?8@K89  8;?89 8 >;89 < :@H<9. E 8><;@8 :;<=@<=>< < 89 <?88?@=<9 <<; 9<; ;<>@;8 8 =8 @9>8=?@8 = <=; < 1.""  < 9 ;<9 < 89 K8=89 :8;8 <@>8; 9 :9@<9 <;;<9  8; 8?@@8  @:@;88. E E; 8; 9 8:=>88@<=>9 =<<; >89 89 <?88?@=<9 <= ;<98; < :<;@?@9 H< :<8 ?89@=8; 8 8 :;:@<8 :;@88  9<;@?@9 :X@?9  :8;8 <@>8; 8??@=<9 ;8=>< 9 >;889.

Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

V<;@@?8; 89 @<=9@=<9  :;=@8 < 8 <?88?@= <9>= < 8?<; 8 9 :8=9. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 ?=>;<9 < 9<;@8 < >;88.


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L8 <@?@= 9<; :; <>; ?X@? < >@<;;8 / 0. Base de pago

E :8 9< ;<8@K8; :; <>; ?X@? < <?88?@= < 8?<; 8 :;8;@ <9:
ECAVACI%N DE *ANJAS PARA VIGAS DE CIMENTACION

I>< "."2."2 (.2.2.4

RELLENO COMPACTADO CON MATERIAL DE PRESTAMO SELECCIONADO EN *APATAS

I>< "."1."2."2 (.2.2.!

RELLENO COMPACTADO CO N AFIRMADO EN BA SE DE CI MIENTOS E.2! M.

Descripción

C:;<=< 9 >;889 <89 8 ?8 :8;8 <;8; 9 9<9 <= ?88 <9>;?>;8, :8;8 < 9< ??8; =8 89< < 8@;8 H< :<;@>8 =8 @9>;@?@= =@;< < ?8;89. Método constructivo

S< ??8; =8 ?8:8 < ".2%  ?=9>@>@8 :; 8@;8, < @9 H< <<; 9<; ?:8?>8. Calidad de los materiales


D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9   

V<;@@?8; H< <9>< @<= ?:8?>8 < 8@;8. S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 :;;889 < >;88. Método de medición

L8 <@?@= 9<; :; <>; ?X@? < <= < 8@;8. Base de pago

L8 :;<9<=>< :8;>@8 9< :88; 8 ?9> =@>8;@ < :;<9:<9> 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E9>< <;;8@<=>89 ?9> ;<:;<9<=>8 8 ?:<=98?@= >>8 ?=?<:> < 8H@9@?@= < 8><;@8<9, 8= < ;8, < @:;<@9>9 :8;8 <8; <9>8:; :8;>@8


P#($7.


UNIDAD DE ESTUDIOS Y PROYECTOS (.2.2.&

NIVELACION INTERIOR Y APISONADO M ANUAL

Descripción

C:;<=< 89 >8;<89 < 8?=@?@=8@<=> < ><;;<= < < 8 <?88?@= 8=8, ?= 8 @=8@8 < 8;8=>@K8; =8 9:<;@?@< =@<88  ?:8?>8 :8;8 < 8?@8 < ?=?;<>. Método Constructivo

L< < @=8@K88 8 <?88?@= 8=8  8=><9 < :;?<<; 8 8 ??8?@= < ?=?;<> 9@:<  8;8, 9<; =@@?8;  ;<@=8; 9 89  = < 8 <?88?@=. Calidad de los materiales

S< >@@K8;= <;;8@<=>89 <= <= <9>8 :8;8 ?=9<@; =8 <=8 ?:8?>8?@=  =@<8. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 

V<;@@?8; H< <9>< @<= :<;@88  =@<88.

 

S:<;@98; 8 ?;;8 8:@?8?@= < 9 < >9 < >;88 8?<:>89. V@@8; < ?:@@<=> < 9 ?=>;<9 9<;@8 < >;88. Método de medición

L8 =@8 < <@8 9<; <= <>;9 ?8;89 /20. Base de pago

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I>< "2."1."1."."1 (.2.3.2

CONCRETO EN VIGAS DE CIMENTACION

I>< "."$."2."1


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UNIDAD DE ESTUDIOS Y PROYECTOS (.2.4 ( .2 .4 .1 (.2.4.1.1

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ESCALERA METLICA TIPO GATO ACERO INOIDABLE 1"

Descripción

L8 <9?8<;8 9<;@; :8;8 < @=;<9 8 @=><;@; < 8 <9>;?>;8, :8;8 9 :<;8?@=  8=><=@@<=>, 9< ;8;= ?= :<89 < > < 8?<; @=@8< < 1, <9:8?@89  8=?89 >8 ? 9< @=@?8 <= 9 :8=9. Método Constructivo

S< <<; 98; 8 ><;8 < 8?<; @=@8< 8 89 :8=?89 < 8=?8< H< 9< @=@?8 <= 9 :8=9, <=9 @=9>889 <= 89 :8;<<9 < ?=?;<> ;8=>< < <=?;8. B8 =@==8 ?@;?=9>8=?@8 9< :@?8;= 9 ;9 < ?=?;<> :8;8 8 @=9>88?@= < <9>9 :<89. Calidad de los materiales

L89 ><;89  :8?89 <<;= 9<; ;<@989 ?@898<=>< 8=><9 < @=9>88;89, 8 @= < <9?;@; <9 >8<9 ? ;>;89, ;88;89, <>?. Sistema de control de calidad

D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9 S:<;@98; 8 ?;;8 8:@?8?@= < 9 >9 < >;88 8?<:>89. -

V@@8; < ?:@@<=> < 9 :;;889 < >;88.


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E >;88 9<; ?8=>@@?8 ? =@8 /=0, ?=9@<;8= H< <9>8 =@8 @=?;8 8 8 @=9>88?@= < 8 <9?8<;8. Base de pago

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Descripción

E9>8 :8;>@8 ?;;<9:=< 8 8 ?=9>;??@= < 8 ;8:8 < ?=?;<> < 8?<; 8  @=@?8 <= 9 :8=9 < :;. Método constructivo

L89 ;8:89 < ?=?;<>, ><=;= = 8?88 @=8 @;< < <89  >;89 8;?89, 89 ;89 <<= 9<; =>@89 9<X= < @9<, 9 89 9< :; 8; :; 8:;88 8 :8;>@8. L89 ;8:89 <<;= ><=<; :<=@<=><9 < 14 8?@8 :8>@9, ?8=8<>89  8;@=<9, <9> ?= @= < <8?8?@=<9 :@8<9  >;9 @:;<@9>9. L9 :@99 9<;= < ?=?;<> _? 1$" \'?2 < $ < <9:<9;, ?= 8?88 ;>8?8. E 8?@8 < 98 9< <8; :; :89 <= ;8 8><;=8 >@: 8<;. E= >9 9?= ?899 89<=9:<;@?@<9 ?;8;9< 8=8=>< <@8=>< < 8=<8@<=> 8;<=8 < :<;<>;<<= ;8=>< 9 1$ ?= 9@@<=><9 89 888 9 8?@8. E9><9<9@9><8 8; :8;8 <@>8; ;88;89 :; @8>8?@=, :9><;@;<=><  ;8=>< 1 89 <<;= 9<@; ;

S< <<; <;@@?8; ' ?=>;8; :; < 9:<;@9;     

L8 9@@?8?@= 8 ?=?;<> ;8=>< 8 :;<:8;8?@=. E 89<=>8@<=>  S: < 8?<; 8 @9<. E >88 < 8 :@<;8 8@?@=88. L8 <=9@@?8?@= < 8 :@<;8 8@?@=88. L8 ?=9@8?@= < ?=?;<> :; @;8?@=  ??<8.

L89 <;@@?8?@=<9 ' ?=>;<9, = 9= @@>8>@9, < I=9:;, 8 9 ?;@><;@, :; 8?<;  8=8; 9< 88= >;9, ?=?;8=><9 ?= 9 :;?<99 ?=9>;?>@9  ?= 8 <=8 :;?>@?8 < 8 I=<=@<;8. Método de medición

L8 <@?@= 9<; :; 9:<;@?@< 9;< 8 H< 9< ??8; < 8@;8, <= <>;9 ?8;89 /20. Base de pago

L8 :;<9<=>< :8;>@8 9< :88; 8 ?9> =@>8;@ < :;<9:<9> 9<X= < 88=?< ;<8 < 9 >;889, :;<@8 <;@@?8?@= < S:<;@9;. E9>< ?9> ;<:;<9<=>8 8 ?:<=98?@= >>8 :; ?=?<:> < 8H@9@?@= < 8><;@8<9, 8= < ;8, <;;8@<=>89 < @:;<@9>9 :8;8 <8; <9>8 :8;>@8


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Descripción

L89 =>89 < @8>8?@= 9< ;<<=8;= ?= 898> RC2%"  8;<=8  1$ :8;8 ;<8@K8; 9 >;889 < @:<;<8@@K8; 89 =>89 < ?=9>;??@=  < @8>8?@=. Método constructivo

E9>8 :8;>@8 9< <8; ><=@<= <= ?<=>8 89 <9:<;@8<9, ; < 89 ;8=;89, <= ?8@<=>< <= 8 :;:;?@= <9:
D;8=>< 8 <;889, < 9:<;@9; <8;8 9 9@@<=><9 ?=>;<9 :;@=?@:8<9  

S:<;@98; 8 ?8@8 < 9 <<<=>9 8 <:<8;9<. V@@8; < ?:@@<=> < 9 :;;889 < >;88.


E > < <@?@= 9<; :; <>; @=<8 /0. Base de pago

E :8 9< <8; 8 ?9> =@>8;@ :8?>8, < 8?<; 8 <>;8 ;<8@K8  8:;8 :; < S:<;@9;.

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09. Especificaciones Técnicas-posta

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