06.02. Metrados Modificados de Arquitectura 50090 Anta.xlsx

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    CONSORCIO EJECUTOR SUR PERU

    METRADOS GENERALES

    ARQUITECTURA

    ITEM DESCRIPCION TOTAL UND.

    03.01 MUROS Y TABIQUES DE ALBAILERA

    03.01.01 MURO DE LADRILLO CERAMICO E= 0,25 M 43.!1 "2

    03.01.02 MURO DE BLOQUETA DE CONCRETO E= 0,15 M 54#.1 "2

    03.02.00 RE$OQUES Y ENLUCIDOS

    03.02.01 TARRAJEO PRIMARIO O RAYADO CON ME%CLA C&A ' 1&5 13.5( "2

    03.02.02 TARRAJEO EN MUROS INTERIORES ME%CLA C&A ' 1&5 E = 1.5 CM !1.3 "2

    03.02.03 TARRAJEO EN MUROS E)TERIORES ME%CLA C&A ' 1&5 10.2# "2

    03.02.04 TARRAJEO DE COLUMNAS #2.1 "2

    03.02.05 TARRAJEO DE $IGAS (.3# "2

    03.02.0( TARRAJEO LATERAL EN ALEROS Y COBERTURA PLANA 124.20 "203.02.0# TARRAJEO CON IMPERMEABILI%ANTE

    03.02.0#.01 TARRAJEO CON IMPERMEABILI%ANTE EN CANALETAS PLU$IALES #4.#1 "2

    03.02.0#.02 TARRAJEO CON IMPERMEABILI%ANTE EN ALERO 4(.#0 "2

    03.02.0#.03 TARRAJEO CON IMPERMEABILI%ANTE EN CABECERA DE MUROS DE TEC*O !3.3! "+

    03.02.0 $ESTIDURAS DE DERRAMES C&A 1&5 =1.5 -" #44.00 "+

    03.02.0! BRUAS 1 CM 301.55 "

    03.02.10 $ESTIDURA DE ONDO DE ESCALERA /C&A 1&5 = 1.50 -" 1!.34 "2

    03.03.00 CIELORRASO

    03.03.01 CIELORRASO CON ENLUCIDO DE YESO SOBRE LOSA (5.44 "2

    03.03.02 CIELORRASO CON ENLUCIDO DE YESO ' RAMPA 13.54 "2

    03.03.03 CIELORRASO CON PLACAS DE IBROCEMENTO DE 4 "" (3.05 "2

    03.04.00 PISOS Y PA$IMENTOS

    03.04.01 CONTRAPISO

    03.04.01.01 CONTRAPISO C&A 1&4 =40MM 142!.50 "203.04.02 PISOS

    03.04.02.01 PISO DE CERAMICO ANTIDESLI%ANTE DE 30 ) 30 -" 105(.## "2

    03.04.02.02 PISO DE CEMENTO PULIDO Y BRUADO C&A 1&2 E=2 3#2.#3 "203.04.02.03 ENCORADO Y DESENCORADO EN CORREDORES 14!.42 "2

    03.04.02.04 $EREDAS

    03.04.02.04.02 ENCORADO Y DESENCORADO EN $EREDAS (1.55 "2

    03.04.02.04.03 BRUAS EN $EREDAS 5#.00 "+

    03.05.00 %OCALOS Y CONTRA%OCALOS

    03.05.01 %OCALOS

    03.05.01.01 %OCALO DE CERAMICO 0.30 M ) 0.30 M * = 1.20 M (.!2 "2

    03.05.02 CONTRA%OCALOS03.05.02.01 CONTRA%OCALO DE CERAMICO $ITRIICADO DE 0.20 M ) 0.30 M *= 0.20M 5#1.00 "

    03.05.02.02 CONTRA%OCALO DE CEMENTO PULIDO CON IMPERMEABILI%ANTE * = 0.30 M 101.34 "

    03.05.03 RE$ESTIMIENTO DE GRADAS, ESCALERAS, RAMPAS Y MESAS DE CONCRETO

    03.05.03.01 RE$ESTIMIENTO DE PASO DE ESCALERA CON CERAMICO ANTIDESLI%ANTE 11.13 "2

    03.05.03.02 RE$ESTIMIENTO DE DESCANSO DE ESCALERA CON CERAMICO ANTIDESLI%ANTE (.(0 "2

    03.05.03.03 RE$ESTIMIENTO DE LA$ATORIOS Y URINARIO DE BAOS CON CERAMICO DE 30 30 -" .5! "2

    03.0(.00 COBERTURA

    03.0(.01 COBERTURA CON PLANC*AS DE IBROCEMENTO TIPO TEJA ANDINA !3.1 "2

    03.0(.02 CUMBRERA CON PLANC*AS DE IBROCEMENTO TIPO TEJA ANDINA !3.(0 "+

    03.0(.03 REMATE LATERAL CON PLANC*AS DE IBROCEMENTO TIPO TEJA ANDINA 22.1# "+

    03.0#.00 CARPINTERIA DE MADERA

    03.0#.01 PUERTA CONTRAPLACADA AGLOMERADO 5.5 MM, CON $ANO /P'01 24.00

    03.0#.02 PUERTA CONTRAPLACADA AGLOMERADO 5.5 MM, CON $ANO /P'02 3.00

    03.0.00 CARPINTERIA METALICA

    03.0.01 CARPINTERIA DE ALUMINIO

    03.0.01.01 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'01 20.00

    03.0.01.02 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'02 .00

    03.0.01.03 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'03 .00

    03.0.01.04 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'04 12.00

    03.0.01.05 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'05 2.00

    03.0.01.0( $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'0( 4.00

    03.0.01.0# $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'0# 2.00

    03.0.01.0 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'0 2.00

    03.0.01.0! $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'0! 3.00

    03.0.01.10 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'10 1.00 03.0.01.11 $ENTANA BATIENTE DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'11 4.00

    03.0.01.12 $ENTANA BATIENTE DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'12 2.00

    03.0.01.13 $ENTANA BATIENTE DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'13 1.00

    03.0.01.14 $ENTANA BATIENTE DE $IDRIO CON ACCESORIOS DE ALUMINIO /$'14 3.00

    03.0.02 SEPARADOR PARA BAOS INCLUYE PUERTA 22.#2 "

    03.0.03 CANTONERA DE ALUMINIO 42.40 "

    03.0.04 BARANDAS Y PASAMANOS 5.31 "

    03.0.05 JUNTA METALICA !.50 "

    03.0!.00 CERRAJERIA

    03.0!.01 BISAGRAS

    03.0!.01.01 BISAGRAS ALUMINI%ADA CAPUC*INA PESADA DE 46 ) 46 1.00 789

    03.0!.02 CERRADURAS

    03.0!.02.01 CERRADURA TIPO BOLA MODELO IBERICA 24.00 789

    03.10.00 $IDRIOS, CRISTALES Y SIMILARES

    MEJORAMIENTO DE LA OFERTA DEL SERVICIO EDUCATIVO DE LA I.E. INTEGRADA N 50099 NIVEL PRIMARIO Y SAGRADO CORAZON DE JESUS NIVELSECUNDARIO DEL DISTRITO DE ANTA, PROVINCIA DE ANTA CUSCO

    PROPIETARIO& MUNICIPALIDAD PROVINCIAL DE ANTA

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    03.10.01 ESPEJO EMPOTRADO 2.5 "2

    03.11.00 PINTURAS

    03.11.01 PINTURA EN CIELORASO Y MUROS

    03.11.01.01 PINTURA LATE) MATE EN CIELO RASO 2 MANOS (5.44 "2

    03.11.01.02 PINTURA LATE) MATE EN CIELORRASO CON PLACAS DE IBROCEMENTO 2 MANOS (3.05 "2

    03.11.01.03 PINTURA LATE) MATE EN MUROS INTERIORES 1,012.1! "2

    03.11.01.04 PINTURA OLEO MATE EN MUROS E)TERIORES (10.!( "203.11.01.05 PINTURA LATE) MATE EN COLUMNAS ((#.51 "2

    03.11.01.0( PINTURA LATE) MATE EN $IGAS (.3# "2

    03.11.01.0# PINTURA LATE) MATE EN DERRAMES #44.00 "+

    03.11.01.0 PINTURA EN PERIL LATERAL DE ALEROS Y COBERTURA PLANA 4(.#0 "2

    03.12.00 LOSA DEPORTI$A

    03.12.01 TRA%O NI$ELES Y REPLANTEO PRELIMINAR 420.00 "2

    03.12.02 CORTE MANUAL EN TERRENO NTURAL 4.00 "3

    03.12.03 ENCONRADO Y DESENCORADO 1.# "2

    03.12.04 CONCRETO C:=1#5 ;G

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    METRADOS GENERALES

    ARQUITECTURA

    ITEM ELEMENTOUBICACIN MEDIDAS

    SUB TOTAL TOTAL UND.E> ' T?9"@ L9?@ A-@ A+@

    02 ARQUITECTURA

    2.01 MUROS Y TABIQUES DE ALBAILERA

    02.01.01 MURO DE LADRILLO CERAMICO E= 0,25 M 43.!1 "2

    BLOQUE A #2.50 "2

    PRIMER NI$EL 3.0!EJE ",5 A#C " $ .%0 $.35 $$.09

    3.0!

    &$

    EJE 3A#C " " 5."0 $.35 "".99

    SEGUNDO NI$EL 3!.3EJE ",5 A#C " $ .%0 $.'5 $.9"

    3!.3EJE 3 A#C " " 5."0 $.'5 "3.5$

    TOTAL BLOQUE A #2.50 "2

    BLOQUE B #2.50 "2

    PRIMER NI$EL 3.0!

    EJE ',"0 A#C " $ .%0 $.35 $$.09

    3.0!

    &$

    EJE ! A#C " " 5."0 $.35 "".99

    SEGUNDO NI$EL 3!.3EJE ',"0 A#C " $ .%0 $.'5 $.9"

    3!.3EJE ! A#C " " 5."0 $.'5 "3.5$

    TOTAL BLOQUE B #2.50 "2

    BLOQUE C 4#.00 "2

    PRIMER NI$EL $$.09EJE "3,"% A#C " $ .%0 $.35 $$.09

    $$.09&$

    SEGUNDO NI$EL $.9"EJE "3,"% A#C " $ .%0 $.'5 $.9"

    $.9"

    TOTAL BLOQUE C 4#.00 "2

    BLOQUE D 2.11 "2

    PRIMER NI$EL 5%."5EJE $0 A#C " " .%0 $.35 "".05

    5%."5

    &$

    EJE $" A#C " " 5."0 $.50 "$.%5

    EJE $$ A#C " " 3.55 $.50 !.!!

    EJE $3 A#C " " .%$ $.35 "".09

    EJE A ()*&+ $"#$$ " " .09 ".%5 %."'

    ()*&+ $$#$3 " " 3.5' ".%5 '.$3

    SEGUNDO NI$EL $.9'EJE $3 A#C " " .%$ $.'5 "$.5"

    $.9'EJE $0 A#C " " .%0 $.'5 "$.'

    TOTAL BLOQUE D 2.11 "2

    BLOQUE E 4#.00 "2

    PRIMER NI$EL $$.09EJE $5,$9 F# " $ .%0 $.35 $$.09

    $$.09&$

    SEGUNDO NI$EL $.9"EJE $5,$9 F# " $ .%0 $.'5 $.9"

    $.9"

    TOTAL BLOQUE E 4#.00 "2

    ESCALERAS 11#.0 "2

    PRIMER NI$EL 5!.$!

    EJE ',%,"!,"9 A#C $ $ '.$0 $.35 5!.$!5!.$!

    &$

    SEGUNDO NI$EL 59.5$

    EJE ',%,"!,"9 A#C $ $ '.$0 $.0 59.5$59.5$

    TOTAL BLOQUE E 11#.0 "2

    02.01.02 MURO DE BLOQUETA DE CONCRETO E= 0,15 M 54#.1 "2

    BLOQUE A 4.03 "2

    PRIMER NI$EL $!.'"

    0.00

    $!.'"

    &$

    0.00

    EJE A ()*&+ "#$ " " 3.53 0.!0 $.!$

    ()*&+ $#3 " " 3.90 0.!0 3."$

    ()*&+ 3# " " 3.90 0.!0 3."$

    ()*&+ #5 " " 3.53 0.!0 $.!$

    0.00

    EJE C ()*&+ "#$ " " $.53 ".30 3.$9

    ()*&+ $#3 " " 3.90 ".30 5.0%

    ()*&+ 3# " " $.90 ".30 3.%%

    ()*&+ #5 " " 3.53 ".30 .59

    MEJORAMIENTO DE LA OFERTA DEL SERVICIO EDUCATIVO DE LA I.E. INTEGRADA N 50099 NIVEL PRIMARIO Y SAGRADO CORAZON DE JESUS NIVELSECUNDARIO DEL DISTRITO DE ANTA, PROVINCIA DE ANTA CUSCO

    PROPIETARIO& MUNICIPALIDAD PROVINCIAL DE ANTA

    N

    E+".

    N

    $-

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    " " ".$0 $.'5 3."!

    9.!'

    ()*&+ $"#$$ " " ".35 "."0 ".9

    " " 0.3 $.'5 "."

    " " 0.!0 $."5 ".%$

    " " 0.%" $.'5 ".!!

    " " 0.!0 $."5 ".%$()*&+ $$#$3 " " 3.5' "."0 3.9$

    EJE A#- ()*&+ $"#$$ " " ".$' $.!5 3.59

    EJE C ()*&+ $0#$" " " 3.09 $.'5 !."9

    ()*&+ $"#$$ " " .09 $.'5 "0.!

    ()*&+ $$#$3 " " 3.3" $.'5 !.%%

    EJE D PARAPETO " " '.0' ".00 '.0'

    TOTAL BLOQUE D 141.( "2

    BLOQUE E #.!4 "2

    PRIMER NI$EL 3.%3EJE $! F# " " $.55 ".35 3.

    3.%3

    &$

    " " ".55 $.55 3.95

    EJE F ()*&+ $5#$' " " 3.$3 ".30 .$0

    ()*&+ $'#$% " " $.90 ".30 3.%%

    ()*&+ $%#$! " " 3.90 ".30 5.0%

    ()*&+ $!#$9 " " $.$3 ".30 $.90

    EJE ()*&+ $5#$' " " 3.$$ 0.!0 $.5!

    ()*&+ $'#$% " " 3.90 0.!0 3."$

    ()*&+ $5#$! " " 3.90 0.!0 3."$

    ()*&+ $5#$9 " " 3.$3 0.!0 $.5!

    SEGUNDO NI$EL 53.$0

    0.00

    53.$0

    EJE F ()*&+ $5#$' " " 3.$3 ".'0 5."%()*&+ $'#$% " " $.90 ".'0 .'

    ()*&+ $%#$! " " 3.90 ".'0 '.$

    ()*&+ $!#$9 " " $.$3 ".'0 3.5%

    EJE ()*&+ $5#$' " " 3.$3 "."0 3.55

    ()*&+ $'#$% " " 3.90 "."0 .$9

    ()*&+ $%.#$! " " 3.90 "."0 .$9

    ()*&+ $!#$9 " " 3.$3 "."0 3.55

    EJE E PARAPETO " " "%.90 ".00 "%.90

    TOTAL BLOQUE E #.!4 "2

    ESCALERAS 4!.40 "2

    PRIMER NI$EL ".0EJE A TRAMO '#% $ $ 3.00 ".$0 ".0

    ".0&$

    SEGUNDO NI$EL 35.00EJE A TRAMO '#% $ $ 3.00 ".50 "!.00

    35.00EJE D $ $ .$5 ".00 "%.00

    TOTAL BLOQUE E 4!.40 "2

    02.02.00 RE$OQUES Y ENLUCIDOS

    02.02.01 TARRAJEO PRIMARIO O RAYADO CON ME%CLA C&A ' 1&5 13.5( M2

    BLOQUE D 13.5( M2

    PRIMER NI$EL "'".%5

    SS.. V*)+e/ " " .00 ".!0 %9.$0

    "'".%5SS.. M1e)e/ " " 5.!' ".!0 !$.55

    SEGUNDO NI$EL $".!$

    SS.. V*)+e/ " " '.00 ".!0 "0.!0

    $".!$SS.. M1e)e/ " " '."$ ".!0 "".0$

    TOTAL BLOQUE D 13.5( M2

    02.02.02 TARRAJEO EN MUROS INTERIORES ME%CLA C&A ' 1&5 E = 1.5 CM !1.3 M2

    MURO DE LADRILLO CERAMICO E= 0,25 M 422.31 "2

    BLOQUE A 103. "2

    PRIMER NI$EL 5".9

    EJE ",5 A#C " $ .%0 $.'5 $.9"

    5".9

    &$

    EJE 3 A#C " $ 5."0 $.'5 $%.03

    SEGUNDO NI$EL 5".9

    EJE ",5 A#C " $ .%0 $.'5 $.9"

    5".9EJE 3 A#C " $ 5."0 $.'5 $%.03

    TOTAL BLOQUE A 103. "2

    BLOQUE B 103. "2

    PRIMER NI$EL 5".9EJE ',"0 A#C " $ .%0 $.'5 $.9"

    5".9

    &$

    EJE ! A#C " $ 5."0 $.'5 $%.03

    SEGUNDO NI$EL 5".9EJE ',"0 A#C " $ .%0 $.'5 $.9"

    5".9EJE ! A#C " $ 5."0 $.'5 $%.03

    TOTAL BLOQUE B 103. "2

    BLOQUE C 4!.2 "2PRIMER NI$EL $.9"

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    EJE "3,"% A#C " $ .%0 $.'5 $.9"$.9"

    &$

    SEGUNDO NI$EL $.9"

    EJE "3,"% A#C " $ .%0 $.'5 $.9"$.9"

    TOTAL BLOQUE C 4!.2 "2

    BLOQUE D 114.!1 "2

    PRIMER NI$EL !9.95

    EJE $0 A#C " " .%0 $.'5 "$.'

    !9.95

    &$

    EJE $" A#C " $ 5."0 $.!5 $9.0%

    EJE $$ A#C " $ 3.55 $.!5 $0.$

    EJE $3 A#C " " .%$ $.'5 "$.5"

    EJE A ()*&+ $"#$$ " " .09 $.05 !.3!

    ()*&+ $$#$3 " " 3.5' $.05 %.30

    SEGUNDO NI$EL $.9'EJE $3 A#C " " .%$ $.'5 "$.5"

    $.9'EJE $0 A#C " " .%0 $.'5 "$.'

    TOTAL BLOQUE D 114.!1 "2

    BLOQUE E 4!.2 "2

    PRIMER NI$EL $.9"

    EJE $5,$9 F# " $ .%0 $.'5 $.9"$.9"

    &$

    SEGUNDO NI$EL $.9"

    EJE $5,$9 F# " $ .%0 $.'5 $.9"$.9"

    TOTAL BLOQUE E 4!.2 "2

    ESCALERAS 125.24 "2

    PRIMER NI$EL '5.%$

    EJE ',%,"!,"9 A#C $ $ '.$0 $.'5 '5.%$'5.%$

    &$

    SEGUNDO NI$EL 59.5$EJE ',%,"!,"9 A#C $ $ '.$0 $.0 59.5$

    59.5$

    TOTAL BLOQUE E 125.24 "2

    MURO DE BLOQUETA DE CONCRETO E= 0,15 M 4!(.0( "2

    BLOQUE A #3.4 "2PRIMER NI$EL 3'.9$

    0.00

    3'.9$

    &$

    0.00

    EJE A ()*&+ "#$ " " 3.53 "."0 3.!!

    ()*&+ $#3 " " 3.90 "."0 .$9

    ()*&+ 3# " " 3.90 "."0 .$9

    ()*&+ #5 " " 3.53 "."0 3.!!

    0.00

    EJE C ()*&+ "#$ " " $.53 ".'0 .05

    ()*&+ $#3 " " 3.90 ".'0 '.$

    ()*&+ 3# " " $.90 ".'0 .'

    ()*&+ #5 " " 3.53 ".'0 5.'5

    SEGUNDO NI$EL 3'.9$

    0.00

    3'.9$

    0.00

    EJE A ()*&+ "#$ " " 3.53 "."0 3.!!

    ()*&+ $#3 " " 3.90 "."0 .$9

    ()*&+ 3# " " 3.90 "."0 .$9

    ()*&+ #5 " " 3.53 "."0 3.!!

    0.00

    EJE C ()*&+ "#$ " " $.53 ".'0 .05

    ()*&+ $#3 " " 3.90 ".'0 '.$

    ()*&+ 3# " " $.90 ".'0 .'

    ()*&+ #5 " " 3.53 ".'0 5.'5

    TOTAL BLOQUE A #3.4 "2

    BLOQUE B #3.4 "2

    PRIMER NI$EL 3'.9$

    EJE A ()*&+ "#$ " " 3.53 "."0 3.!!

    3'.9$

    ()*&+ $#3 " " 3.90 "."0 .$9

    ()*&+ 3# " " 3.90 "."0 .$9

    ()*&+ #5 " " 3.53 "."0 3.!!

    0.00

    EJE C ()*&+ "#$ " " $.53 ".'0 .05

    ()*&+ $#3 " " 3.90 ".'0 '.$()*&+ 3# " " $.90 ".'0 .'

    ()*&+ #5 " " 3.53 ".'0 5.'5

    SEGUNDO NI$EL 3'.9$

    EJE A ()*&+ "#$ " " 3.53 "."0 3.!!

    3'.9$

    ()*&+ $#3 " " 3.90 "."0 .$9

    ()*&+ 3# " " 3.90 "."0 .$9

    ()*&+ #5 " " 3.53 "."0 3.!!

    0.00

    EJE C ()*&+ "#$ " " $.53 ".'0 .05

    ()*&+ $#3 " " 3.90 ".'0 '.$

    ()*&+ 3# " " $.90 ".'0 .'

    ()*&+ #5 " " 3.53 ".'0 5.'5

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    TOTAL BLOQUE B #3.4 "2

    BLOQUE C !1.3 "2

    PRIMER NI$EL 3.'$

    EJE "' A#C " " $.55 ".'5 .$"

    3.'$

    &$A#C " " ".55 $.'5 .""

    EJE A ()*&+ "3#" " " 3.$3 "."0 3.55

    ()*&+ "#"5 " " 3.90 "."0 .$9

    ()*&+ "5#"' " " 3.90 "."0 .$9

    ()*&+ "'#"% " " 3.$3 "."0 3.55

    0.00

    EJE C ()*&+ "3#" " " 3.$3 ".'0 5."%

    ()*&+ "#"5 " " $.90 ".'0 .'

    ()*&+ "5#"' " " 3.90 ".'0 '.$

    ()*&+ "'#"% " " $.$3 ".'0 3.5%

    SEGUNDO NI$EL %.%%EJE "' A#C " " ."0 $.'5 "0.!%

    %.%%

    0.00

    EJE A ()*&+ "3#" " " 3.$3 "."0 3.55

    ()*&+ "#"5 " " 3.90 "."0 .$9

    ()*&+ "5#"' " " 3.90 "."0 .$9

    ()*&+ "'#"% " " 3.$3 "."0 3.55

    0.00

    EJE - ()*&+ "3#" " " 3.$3 ".'0 5."%

    ()*&+ "#"5 " " $.90 ".'0 .'

    ()*&+ "5#"' " " 3.90 ".'0 '.$

    ()*&+ "'#"% " " 3.$3 ".'0 5."%

    TOTAL BLOQUE C !1.3 "2

    BLOQUE D 141.## "2

    PRIMER NI$EL 5$.9%

    0.00

    5$.9%

    &$

    EJE A ()*&+ $0#$" " " ." "."0 .55

    ()*&+ $"#$$ " " .09 $.00 !."!

    ()*&+ $$#$3 " " 3.5' $.00 %."$

    EJE A#C ()*&+ $"#$3 " " 5.$9 $.'5 ".0$

    ()*&+ $$#$3 " " ".50 $.'5 3.9!

    EJE - ()*&+ $0#$" " " 3." ".'0 5.0$

    ()*&+ $"#$$ " " ".!9 ".'0 3.0$

    ()*&+ $"#$$ " " ".00 $.'5 $.'5

    ()*&+ $$#$3 " " "."" ".'0 ".%!

    ()*&+ $$#$3 " " ".00 $.'5 $.'5

    SEGUNDO NI$EL !!.!0

    0.00

    !!.!0

    EJE $0#$" A#C " " 5.5% $.!5 "5.!%

    EJE $"#$$ A#C " " $.$5 $.!5 '."

    A#C " " $."0 $.!5 5.99

    EJE $$ A#C " " ."0 $.'5 "0.!%

    EJE A ()*&+ $0#$" " " $.9 "."0 3.$3

    " " ".$0 $.'5 3."!

    ()*&+ $"#$$ " " ".35 "."0 ".9

    " " 0.3 $.'5 "."" " 0.!0 $."5 ".%$

    " " 0.%" $.'5 ".!!

    " " 0.!0 $."5 ".%$

    ()*&+ $$#$3 " " 3.5' "."0 3.9$

    EJE A#- ()*&+ $"#$$ " " ".$' $.!5 3.59

    EJE C ()*&+ $0#$" " " 3.09 $.'5 !."9

    ()*&+ $"#$$ " " .09 $.'5 "0.!

    ()*&+ $$#$3 " " 3.3" $.'5 !.%%

    TOTAL BLOQUE D 141.## "2

    BLOQUE E #!.22 "2

    PRIMER NI$EL 3.9$EJE $! F# " " $.55 ".'5 .$"

    3.9$

    &$

    " " ".55 $.!5 .$

    EJE F ()*&+ $5#$' " " 3.$3 ".'0 5."%

    ()*&+ $'#$% " " $.90 ".'0 .'

    ()*&+ $%#$! " " 3.90 ".'0 '.$

    ()*&+ $!#$9 " " $.$3 ".'0 3.5%

    EJE ()*&+ $5#$' " " 3.$$ "."0 3.5

    ()*&+ $'#$% " " 3.90 "."0 .$9

    ()*&+ $5#$! " " 3.90 "."0 .$9

    ()*&+ $5#$9 " " 3.$3 "."0 3.55

    SEGUNDO NI$EL 35.300.00

    35.30

    EJE F ()*&+ $5#$' " " 3.$3 ".'0 5."%

    ()*&+ $'#$% " " $.90 ".'0 .'

    ()*&+ $%#$! " " 3.90 ".'0 '.$

    ()*&+ $!#$9 " " $.$3 ".'0 3.5%

    EJE ()*&+ $5#$' " " 3.$3 "."0 3.55

    ()*&+ $'#$% " " 3.90 "."0 .$9

    ()*&+ $%.#$! " " 3.90 "."0 .$9

    ()*&+ $!#$9 " " 3.$3 "."0 3.55

    TOTAL BLOQUE E #!.22 "2

    ESCALERAS 3(.00 "2PRIMER NI$EL "!.00

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    EJE A TRAMO '#% $ $ 3.00 ".50 "!.00"!.00

    &$

    SEGUNDO NI$EL "!.00

    EJE A TRAMO '#% $ $ 3.00 ".50 "!.00"!.00

    TOTAL BLOQUE E 3(.00 "2

    02.02.03 TARRAJEO EN MUROS E)TERIORES ME%CLA C&A ' 1&5 10.2# M2

    MURO DE LADRILLO CERAMICO E= 0,25 M 152.54 "2

    BLOQUE A 3#.3# "2

    PRIMER NI$EL "$.'

    EJE ",5 A#C " " .%0 $.'5 "$.'"$.'

    &$

    SEGUNDO NI$EL $.9"EJE " A#C " $ .%0 $.'5 $.9"

    $.9"

    TOTAL BLOQUE A 3#.3# "2

    BLOQUE D !0.2( "2

    PRIMER NI$EL '5.30EJE $0 A#C " " .%0 $.'5 "$.'

    '5.30

    &$

    EJE $" A#C " " 5."0 $.!5 ".5

    EJE $$ A#C " " 3.55 $.!5 "0."$

    EJE $3 A#C " " .%$ $.'5 "$.5"

    EJE A ()*&+ $"#$$ " " .09 $.05 !.3!

    ()*&+ $$#$3 " " 3.5' $.05 %.30

    SEGUNDO NI$EL $.9'EJE $3 A#C " " .%$ $.'5 "$.5"

    $.9'EJE $0 A#C " " .%0 $.'5 "$.'

    TOTAL BLOQUE D !0.2( "2

    BLOQUE E 24.!1 "2

    PRIMER NI$EL "$.'EJE $5 F# " " .%0 $.'5 "$.'

    "$.'&$

    SEGUNDO NI$EL "$.'EJE $5 F# " " .%0 $.'5 "$.'

    "$.'

    TOTAL BLOQUE E 24.!1 "2

    MURO DE BLOQUETA DE CONCRETO E= 0,15 M (5#.#4 "2

    BLOQUE A 110.4 "2

    PRIMER NI$EL 3'.9$

    0.00

    3'.9$

    &$

    0.00

    EJE A ()*&+ "#$ " " 3.53 "."0 3.!!

    ()*&+ $#3 " " 3.90 "."0 .$9

    ()*&+ 3# " " 3.90 "."0 .$9

    ()*&+ #5 " " 3.53 "."0 3.!!0.00

    EJE C ()*&+ "#$ " " $.53 ".'0 .05

    ()*&+ $#3 " " 3.90 ".'0 '.$

    ()*&+ 3# " " $.90 ".'0 .'

    ()*&+ #5 " " 3.53 ".'0 5.'5

    SEGUNDO NI$EL %3.9$

    0.00

    %3.9$

    0.00

    EJE A ()*&+ "#$ " " 3.53 "."0 3.!!

    ()*&+ $#3 " " 3.90 "."0 .$9

    ()*&+ 3# " " 3.90 "."0 .$9

    ()*&+ #5 " " 3.53 "."0 3.!!

    0.00

    EJE C ()*&+ "#$ " " $.53 ".'0 .05

    ()*&+ $#3 " " 3.90 ".'0 '.$

    ()*&+ 3# " " $.90 ".'0 .'

    ()*&+ #5 " " 3.53 ".'0 5.'5

    EJE D PARAPETO " $ "!.50 ".00 3%.00

    TOTAL BLOQUE A 110.4 "2

    BLOQUE B 110.4 "2

    PRIMER NI$EL 3'.9$

    EJE A ()*&+ "#$ " " 3.53 "."0 3.!!

    3'.9$

    ()*&+ $#3 " " 3.90 "."0 .$9

    ()*&+ 3# " " 3.90 "."0 .$9

    ()*&+ #5 " " 3.53 "."0 3.!!

    0.00

    EJE C ()*&+ "#$ " " $.53 ".'0 .05

    ()*&+ $#3 " " 3.90 ".'0 '.$

    ()*&+ 3# " " $.90 ".'0 .'

    ()*&+ #5 " " 3.53 ".'0 5.'5

    SEGUNDO NI$EL %3.9$

    EJE A ()*&+ "#$ " " 3.53 "."0 3.!!

    ()*&+ $#3 " " 3.90 "."0 .$9

    ()*&+ 3# " " 3.90 "."0 .$9

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    ()*&+ #5 " " 3.53 "."0 3.!!

    %3.9$0.00

    EJE C ()*&+ "#$ " " $.53 ".'0 .05

    ()*&+ $#3 " " 3.90 ".'0 '.$

    ()*&+ 3# " " $.90 ".'0 .'

    ()*&+ #5 " " 3.53 ".'0 5.'5EJE D PARAPETO " $ "!.50 ".00 3%.00

    TOTAL BLOQUE B 110.4 "2

    BLOQUE C 10.00 "2

    PRIMER NI$EL 35.30

    0.00

    35.30

    &$

    0.00

    EJE A ()*&+ "3#" " " 3.$3 "."0 3.55

    ()*&+ "#"5 " " 3.90 "."0 .$9

    ()*&+ "5#"' " " 3.90 "."0 .$9

    ()*&+ "'#"% " " 3.$3 "."0 3.55

    0.00

    EJE C ()*&+ "3#" " " 3.$3 ".'0 5."%

    ()*&+ "#"5 " " $.90 ".'0 .'

    ()*&+ "5#"' " " 3.90 ".'0 '.$

    ()*&+ "'#"% " " $.$3 ".'0 3.5%

    SEGUNDO NI$EL %$.%0

    0.00

    %$.%0

    0.00

    EJE A ()*&+ "3#" " " 3.$3 "."0 3.55

    ()*&+ "#"5 " " 3.90 "."0 .$9

    ()*&+ "5#"' " " 3.90 "."0 .$9

    ()*&+ "'#"% " " 3.$3 "."0 3.550.00

    EJE - ()*&+ "3#" " " 3.$3 ".'0 5."%

    ()*&+ "#"5 " " $.90 ".'0 .'

    ()*&+ "5#"' " " 3.90 ".'0 '.$

    ()*&+ "'#"% " " 3.$3 ".'0 5."%

    EJE D PARAPETO " $ "%.90 ".00 35.!0

    TOTAL BLOQUE C 10.00 "2

    BLOQUE D 155.25 "2

    PRIMER NI$EL 5.33

    0.00

    5.33

    &$

    EJE A ()*&+ $0#$" " " ." "."0 .55

    ()*&+ $"#$$ " " .09 $.00 !."!

    ()*&+ $$#$3 " " 3.5' $.00 %."$

    EJE A#C ()*&+ $"#$3 " " 5.$9 $.!5 "5.0!

    ()*&+ $$#$3 " " ".50 $.!5 .$!

    EJE - ()*&+ $0#$" " " 3." ".'0 5.0$

    ()*&+ $"#$$ " " ".!9 ".'0 3.0$

    ()*&+ $"#$$ " " ".00 $.'5 $.'5

    ()*&+ $$#$3 " " "."" ".'0 ".%!

    ()*&+ $$#$3 " " ".00 $.'5 $.'5

    SEGUNDO NI$EL "00.9$

    0.00

    "00.9$

    EJE $0#$" A#C " " 5.5% $.!5 "5.!%

    EJE $"#$$ A#C " " $.$5 $.!5 '."

    A#C " " $."0 $.!5 5.99

    EJE $$ A#C " " ."0 $.'5 "0.!%

    EJE A ()*&+ $0#$" " " $.9 "."0 3.$3

    " " ".$0 $.'5 3."!

    ()*&+ $"#$$ " " ".35 "."0 ".9

    " " 0.3 $.'5 "."

    " " 0.!0 $."5 ".%$

    " " 0.%" $.'5 ".!!

    " " 0.!0 $."5 ".%$

    ()*&+ $$#$3 " " 3.5' "."0 3.9$

    EJE A#- ()*&+ $"#$$ " " ".$' $.!5 3.59

    EJE C ()*&+ $0#$" " " 3.09 $.'5 !."9

    ()*&+ $"#$$ " " .09 $.'5 "0.!

    ()*&+ $$#$3 " " 3.3" $.'5 !.%%

    EJE D PARAPETO " $ '.0' ".00 "$."$

    TOTAL BLOQUE D 155.25 "2

    BLOQUE E 10(.3! "2

    PRIMER NI$EL 35.$9

    EJE $! 0.00

    35.$9

    &$

    0.00

    EJE F ()*&+ $5#$' " " 3.$3 ".'0 5."%()*&+ $'#$% " " $.90 ".'0 .'

    ()*&+ $%#$! " " 3.90 ".'0 '.$

    ()*&+ $!#$9 " " $.$3 ".'0 3.5%

    EJE ()*&+ $5#$' " " 3.$$ "."0 3.5

    ()*&+ $'#$% " " 3.90 "."0 .$9

    ()*&+ $5#$! " " 3.90 "."0 .$9

    ()*&+ $5#$9 " " 3.$3 "."0 3.55

    SEGUNDO NI$EL %"."0

    0.00

    EJE F ()*&+ $5#$' " " 3.$3 ".'0 5."%

    ()*&+ $'#$% " " $.90 ".'0 .'

    ()*&+ $%#$! " " 3.90 ".'0 '.$

    ()*&+ $!#$9 " " $.$3 ".'0 3.5%

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    EJE ()*&+ $5#$' " " 3.$3 "."0 3.55 %"."0

    ()*&+ $'#$% " " 3.90 "."0 .$9

    ()*&+ $%.#$! " " 3.90 "."0 .$9

    ()*&+ $!#$9 " " 3.$3 "."0 3.55

    EJE E PARAPETO " $ "%.90 ".00 35.!0

    TOTAL BLOQUE E 10(.3! "2

    ESCALERAS ((.40 "2

    PRIMER NI$EL ".0

    EJE A TRAMO '#% $ $ 3.00 ".$0 ".0".0

    &$

    SEGUNDO NI$EL 5$.00

    EJE A TRAMO '#% $ $ 3.00 ".50 "!.005$.00

    EJE D $ .$5 ".00 3.00

    TOTAL BLOQUE E ((.40 "2

    02.02.04 TARRAJEO DE COLUMNAS #2.1 M2

    BLOQUE A 1(!.5 "2

    PRIMER NI$EL !.0"

    EJE " A#C " " 5.90 $.'5 "5.'

    !.0"

    &$

    - " " 0.!0 $.'5 $."$

    D " " "."0 $.'5 $.9$

    EJE $ A#C " " .!0 $.'5 "$.%$

    D " " "."0 $.'5 $.9$

    EJE 3 A#C " " .$0 $.'5 ""."3

    - " " 0.!0 $.'5 $."$

    D " " "."0 $.'5 $.9$

    EJE A#C " " .!0 $.'5 "$.%$D " " "."0 $.'5 $.9$

    EJE 5 A#C " " .50 $.'5 "".93

    - " " 0.0 $.'5 ".0'

    D " " "."0 $.'5 $.9$

    SEGUNDO NI$EL !5.!5

    EJE " A#C " " 5.90 $.'5 "5.'

    !5.!5

    &$

    - " " 0.!0 3.5% $.!'

    D " " "."0 $.'5 $.9$

    EJE $ A#C " " .!0 $.'5 "$.%$

    D " " "."0 $.'5 $.9$

    EJE 3 A#C " " .$0 $.'5 ""."3

    - " " 0.!0 3.5% $.!'

    D " " "."0 $.'5 $.9$

    EJE A#C " " .!0 $.'5 "$.%$

    D " " "."0 $.'5 $.9$

    EJE 5 A#C " " .50 $.'5 "".93

    - " " 0.0 3.5% ".3

    D " " "."0 $.'5 $.9$

    TOTAL BLOQUE A 1(!.5 "2

    BLOQUE B 15#.2 "2

    PRIMER NI$EL %!."!

    EJE " A#C " " .30 $.'5 "".0

    %!."!

    &$- " " 0.0 $.'5 ".0'

    D " " "."0 $.'5 $.9$

    EJE $ A#C " " .!0 $.'5 "$.%$

    D " " "."0 $.'5 $.9$

    EJE 3 A#C " " .$0 $.'5 ""."3

    - " " 0.!0 $.'5 $."$

    D " " "."0 $.'5 $.9$

    EJE A#C " " .!0 $.'5 "$.%$

    D " " "."0 $.'5 $.9$

    EJE 5 A#C " " .30 $.'5 "".0

    - " " 0.0 $.'5 ".0'

    D " " "."0 $.'5 $.9$

    SEGUNDO NI$EL %9.'5

    EJE " A#C " " .30 $.'5 "".0

    %9.'5

    &$

    - " " 0.0 3.5% ".3

    D " " "."0 $.'5 $.9$

    EJE $ A#C " " .!0 $.'5 "$.%$

    D " " "."0 $.'5 $.9$

    EJE 3 A#C " " .$0 $.'5 ""."3

    - " " 0.!0 3.5% $.!'

    D " " "."0 $.'5 $.9$

    EJE A#C " " .!0 $.'5 "$.%$

    D " " "."0 $.'5 $.9$

    EJE 5 A#C " " .30 $.'5 "".0- " " 0.0 3.5% ".3

    D " " "."0 $.'5 $.9$

    TOTAL BLOQUE B 15#.2 "2

    BLOQUE C 1((.4( "2

    PRIMER NI$EL !3.$"

    EJE "3 A#C " " .30 $.'5 "".0 &$

    - " " 0.0 $.'5 ".0'

    D " " "."0 $.'5 $.9$

    EJE " A#C " " .!0 $.'5 "$.%$

    D " " "."0 $.'5 $.9$

    EJE "5 A#C " " .!0 $.'5 "$.%$

    - " " ".30 $.'5 3.5

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    D " " "."0 $.'5 $.9$ !3.$"

    EJE "' A#C " " .!0 $.'5 "$.%$

    - " " 0.!0 $.'5 $."$

    D " " "."0 $.'5 $.9$

    EJE "% A#C " " .30 $.'5 "".0

    - " " 0.0 $.'5 ".0'D " " "."0 $.'5 $.9$

    SEGUNDO NI$EL !3.$5

    EJE "3 A#C " " .30 $.'5 "".0

    !3.$5

    &$

    - " " 0.0 3.5%

    D " " "."0 $.'5 $.9$

    EJE " A#D " " .!0 $.'5 "$.%$

    D " " "."0 $.'5 $.9$

    EJE "5 A#D " " .!0 $.'5 "$.%$

    - " " ".30 $.'5 3.5

    D " " "."0 $.'5 $.9$

    EJE "' A#D " " .!0 $.'5 "$.%$

    - " " 0.!0 3.5% $.!'

    D " " "."0 $.'5 $.9$

    EJE "% A#D " " .30 $.'5 "".0

    - " " 0.0 3.5% ".3

    D " " "."0 $.'5 $.9$

    TOTAL BLOQUE C 1((.4( "2

    BLOQUE D 11!.# "2

    PRIMER NI$EL 5!.!3

    EJE $0 A#C " " .30 $.'5 "".0

    5!.!3

    &$

    - " " 0.0 $.'5 ".0'

    D " " "."0 $.'5 $.9$

    EJE $" A#C " " .$0 $.'5 ""."3- " " 0.!0 $.'5 $."$

    D " " "."0 $.'5 $.9$

    EJE $$ A#C " " .!0 $.'5 "$.%$

    - " " 0.!0 $.'5 $."$

    EJE $3 A#C " " .30 $.'5 "".0

    - " " 0.0 $.'5 ".0'

    SEGUNDO NI$EL '".0

    EJE $0 A#C " " .30 $.'5 "".0

    '".0

    &$

    - " " 0.0 3.5% ".3

    D " " "."0 $.'5 $.9$

    EJE $" A#C " " .$0 $.'5 ""."3

    - " " 0.!0 3.5% $.!'

    D " " "."0 $.'5 $.9$

    EJE $$ A#C " " .!0 $.'5 "$.%$

    - " " 0.!0 3.5% $.!'

    EJE $3 A#C " " .30 $.'5 "".0

    - " " 0.0 3.5% ".3

    TOTAL BLOQUE D 11!.# "2

    BLOQUE E 1!4.13 "2

    PRIMER NI$EL 95."

    EJE $5 E " " "."0 $.'5 $.9$

    95."

    &$

    F# " " 5.90 $.'5 "5.'

    G " " 0.!0 $.'5 $."$

    EJE $' E " " "."0 $.'5 $.9$F# " " .!0 $.'5 "$.%$

    EJE $% E " " "."0 $.'5 $.9$

    F# " " .!0 $.'5 "$.%$

    G " " ".30 $.'5 3.5

    EJE $! E " " "."0 $.'5 $.9$

    F# " " .!0 $.'5 "$.%$

    G " " ".30 $.'5 3.5

    EJE $9 E " " "."0 $.'5 $.9$

    F# " " 5.90 $.'5 "5.'

    G " " 0.!0 $.'5 $."$

    SEGUNDO NI$EL 99.00

    EJE $5 E " " "."0 $.'5 $.9$

    99.00

    &$

    F# " " 5.90 $.'5 "5.'

    G " " 0.!0 3.5% $.!'

    EJE $' E " " "."0 $.'5 $.9$

    F# " " .!0 $.'5 "$.%$

    EJE $% E " " "."0 $.'5 $.9$

    F# " " .!0 $.'5 "$.%$

    G " " ".30 3.5% .'

    EJE $! E " " "."0 $.'5 $.9$

    F# " " .!0 $.'5 "$.%$

    G " " ".30 3.5% .'

    EJE $9 E " " "."0 $.'5 $.9$

    F# " " 5.90 $.'5 "5.'

    G " " 0.!0 3.5% $.!'TOTAL BLOQUE E 1!4.13 "2

    ESCALERAS (4.(# "2

    PRIMER NI$EL 3".!0

    EJE ' A#C $ " ".50 $.'5 %.95

    3".!0

    &$

    -2 $ " 0.0 $.'5 $."$

    D $ " "."0 $.'5 5.!3

    EJE % A#C $ " ".50 $.'5 %.95

    -2 $ " 0.0 $.'5 $."$

    D $ " "."0 $.'5 5.!3

    SEGUNDO NI$EL 3$.!%

    EJE ' A#C $ " ".50 $.'5 %.95

    3$.!%

    -2 $ " 0.0 3.3$ $.''

    D $ " "."0 $.'5 5.!3

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    EJE % A#C $ " ".50 $.'5 %.95

    -2 $ " 0.0 3.3$ $.''

    D $ " "."0 $.'5 5.!3

    TOTAL BLOQUE E (4.(# "2

    02.02.05 TARRAJEO DE $IGAS (.3# M2

    BLOQUE A 1#.#5 "2

    PRIMER NI$EL ''.3%

    VP#"0" " " 5.%0 ".05 5.99

    ''.3%

    &$

    " " ".50 0.!5 ".$!

    VP#"0$ " " 5.%0 0.!5 .!5

    " " ".50 0.!5 ".$!

    VP#"03 " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#"0 " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#"05 " " 5.%0 ".05 5.99

    " " ".50 0.!5 ".$!

    VS#"0" " 3.%5 0.!5 "$.%5

    VS#"0$ " " 3.%5 0.!5 3."9

    3 " 3.%5 0.'5 %.3"

    VS#"03 3 " .$5 0.!5 "0.!

    SEGUNDO NI$EL "$".3!

    VP#$0" " " 5.%0 ".$5 %."3

    "$".3!

    &$

    " " ".5! ".05 ".''

    VP#$0$ " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.VP#$03 " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$0 " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$05 " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VS#$0" " 3.%5 ".05 "5.%5

    VS#$0$ " 3.%5 ".05 "5.%5

    VS#$03 " .$5 ".05 "%.!5

    V4* &*)+ " .$5 ".55 $'.35

    TOTAL BLOQUE A 1#.#5 "2

    BLOQUE B 1!0.30 "2

    PRIMER NI$EL '!.9$

    VP#"0! " " 5.%0 ".05 5.99

    '!.9$

    &$

    " " ".50 0.!5 ".$!

    VP#"09 " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#""0 " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#""" " " 5.%0 0.!5 .!5" " ".50 0.!5 ".$!

    VP#""$ " " 5.%0 ".05 5.99

    " " ".50 ".05 ".5!

    VS#"0" " 3.%5 0.!5 "$.%5

    VS#"0$ 3 " 3.%5 0.!5 9.5'

    " " 3.%5 0.!5 3."9

    VS#"03 3 " .$5 0.!5 "0.!

    SEGUNDO NI$EL "$".3!

    VP#$0! " " 5.%0 ".$5 %."3

    "$".3!

    &$

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$09 " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$"0 " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$"" " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$"$ " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    VS#$0" " 3.%5 ".05 "5.%5

    VS#$0$ " 3.%5 ".05 "5.%5VS#$03 " .$5 ".05 "%.!5

    V4* &*)+ " .$5 ".55 $'.35

    TOTAL BLOQUE B 1!0.30 "2

    BLOQUE C 1#.5 "2

    PRIMER NI$EL '9.0$

    VP#""3 " " 5.%0 ".05 5.99 &$

    " " ".50 0.!5 ".$!

    VP#"" " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#""5 " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#""' " " 5.%0 0.!5 .!5

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    " " ".50 0.'5 0.9!

    '9.0$VP#""% " " 5.%0 ".05 5.99

    " " ".50 0.!5 ".$!

    VS#"0" $ " 3.%5 0.!5 '.3!

    $ " 3.5 0.!5 5.!%

    VS#"0$ $ " 3.%5 0.!5 '.3!$ " 3.5 0.'5 .9

    VS#"03 $ " 3.95 0.!5 '.%$

    $ " .$5 0.!5 %.$3

    SEGUNDO NI$EL ""!.5'

    VP#$"3 " " 5.%0 ".$5 %."3

    ""!.5'

    &$

    " " ".5! ".05 ".''

    VP#$" " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$"5 " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$"' " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$"% " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VS#$0" $ " 3.%5 ".05 %.!!

    $ " 3.5 ".05 %.$5

    VS#$0$ $ " 3.%5 ".05 %.!!

    $ " 3.5 ".05 %.$5

    VS#$03 $ " 3.95 ".05 !.30

    $ " .$5 ".05 !.93V4* &*)+ $ " 3.95 ".55 "$.$5

    $ " .$5 ".55 "3."!

    TOTAL BLOQUE C 1#.5 "2

    BLOQUE D 14#.## "2

    PRIMER NI$EL 5$.3$

    VP#"$0 " " 5.%0 ".05 5.99

    5$.3$

    &$

    " " ".50 0.!5 ".$!

    VP#"$" " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#"$$ " " 5.%0 0.!5 .!5

    " " ".50 0.!5 ".$!

    VP#"$3 " " 5.5 ".05 5.!$

    " " ".5$ ".05 ".'0

    VS#"0" " " .3' 0.!5 3.%"

    " " 3.9 0.!5 3.35

    " " 3.9" 0.!5 3.3$

    VS#"0$ " " .3' 0.'5 $.!3

    " " 3.9 0.'5 $.5'

    " " 3.3 0.!5 $.9$

    VS#"03 " " .!' 0.!5 ."3

    " " . 0.'5 $.!9

    SEGUNDO NI$EL 95.5VP#$$0 " " 5.%0 ".$5 %."3

    95.5

    &$

    " " ".5! ".05 ".''

    VP#$$" " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$$$ " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$$3 " " 5.5 ".$5 '.93

    " " ".'0 ".05 ".'!

    " " 0.$ ".05 0.

    VS#$0" " " .3' ".05 .5!

    " " 3.9 ".05 ."

    " " 3.9" ".05 .""

    VS#$0$ " " .3' ".05 .5!

    " " 3.9 ".05 ."

    " " 3.3 ".05 3.'0

    VS#$03 " " .!' ".05 5."0

    " " . ".05 .''

    " " 3.!0 ".05 3.99

    V4* &*)+ " " .!' ".55 %.53

    " " . ".55 '.!!

    " " 3.%! ".55 5.!'

    TOTAL BLOQUE D 14#.## "2

    BLOQUE E 1#2.!# "2

    PRIMER NI$EL %$.5"

    VP#"$ " " ".50 0.!5 ".$!

    %$.5"

    &$

    VP#"$5 " " ".50 0.'5 0.9!

    " " 5.%0 ".05 5.99

    VP#"$' " " ".50 0.'5 0.9!

    " " 5.%0 0.!5 .!5

    VP#"$% " " ".50 0.'5 0.9!

    " " 5.%0 0.!5 .!5

    VP#"$! " " ".50 0.'5 0.9!

    " " 5.%0 0.!5 .!5

    VP#"$9 " " ".50 0.!5 ".$!

    " " 5.%0 ".05 5.99

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    VS#"0 " " ".55 0.!5 ".3$

    $ " 3.95 0.!5 '.%$

    $ " .$5 0.!5 %.$3

    VS#"05 " " ".55 0.!5 ".3$

    $ " 3.5 0.!5 5.!%

    $ " 3.%5 0.'5 .!!VS#"0' $ " 3.5 0.!5 5.!%

    $ " 3.%5 0.!5 '.3!

    SEGUNDO NI$EL "00.'

    VP#$$ " " ".5! ".05 ".''

    "00.'

    &$

    VP#$$5 " " 0.$ ".05 0.

    " " ".5! ".05 ".''

    " " 5.%0 ".$5 %."3

    VP#$$' " " 0.$ ".05 0.

    " " ".5! ".05 ".''

    " " 5.%0 ".$5 %."3

    VP#$$% " " 0.$ ".05 0.

    " " ".5! ".05 ".''

    " " 5.%0 ".$5 %."3

    VP#$$! " " 0.$ ".05 0.

    " " ".5! ".05 ".''

    " " 5.%0 ".$5 %."3

    VP#$$9 " " ".5! ".05 ".''

    " " 5.%0 ".$5 %."3

    VS#$0 " " ".55 ".05 ".'3

    $ " 3.95 ".05 !.30

    $ " .$5 ".05 !.93

    VS#$05 " " ".55 ".05 ".'3

    $ " 3.5 ".05 %.$5

    $ " 3.%5 ".05 %.!!VS#$0' $ " 3.5 ".05 %.$5

    $ " 3.%5 ".05 %.!!

    V4* &*)+ " " ".55 ".55 $.0

    TOTAL BLOQUE E 1#2.!# "2

    02.02.0( TARRAJEO LATERAL EN ALEROS Y COBERTURA PLANA 124.20 M2

    BLOQUE A 30.52 "2

    CORREDOR "9.'$EJE A ()*&+ "#% " " $".!0 0.$0 .3'

    "9.'$

    &$

    EJE C ()*&+ "#% " " $".!0 0.%0 "5.$'

    ALERO "0.90

    EJE A ()*&+ "#% " " $".!0 0.50 "0.90"0.90

    TOTAL BLOQUE A 30.52 "2

    BLOQUE B 25.31 "2

    CORREDOR "'.$%

    EJE A ()*&+ !#"$ " " "!.0! 0.$0 3.'$

    "'.$%

    &$

    EJE C ()*&+ !#"$ " " "!.0! 0.%0 "$.''

    ALERO 9.0EJE A ()*&+ !#"$ " " "!.0! 0.50 9.0

    9.0

    TOTAL BLOQUE B 25.31 "2

    BLOQUE C 2!.(1 "2

    CORREDOR "9.0EJE A ()*&+ "3#"9 " " $"."5 0.$0 .$3

    "9.0

    &$

    EJE C ()*&+ "3#"9 " " $"."5 0.%0 ".!"

    ALERO "0.5!

    EJE A ()*&+ "3#"9 " " $"."5 0.50 "0.5!"0.5!

    TOTAL BLOQUE C 2!.(1 "2

    BLOQUE D 14.05 "2

    CORREDOR '.'9

    EJE A ()*&+ $0#$3 " " ".%" 0.$0 $.9

    '.'9

    &$

    EJE C ()*&+ $0#$3 " " 5.3' 0.%0 3.%5

    ALERO %.3'

    EJE A ()*&+ $0#$3 " " ".%" 0.50 %.3'%.3'

    TOTAL BLOQUE D 14.05 "2

    BLOQUE E 24.#1 "2CORREDOR "5.!9EJE C ()*&+ "#5 " " "%.'5 0.$0 3.53

    "5.!9

    &$

    EJE A ()*&+ "#5 " " "%.'5 0.%0 "$.3'

    ALERO !.!3

    EJE C ()*&+ "#5 " " "%.'5 0.50 !.!3!.!3

    TOTAL BLOQUE E 24.#1 "2

    02.02.0# TARRAJEO CON IMPERMEABILI%ANTE

    02.02.0#.01 TARRAJEO CON IMPERMEABILI%ANTE EN CANALETAS PLU$IALES #4.#1 M2

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    BLOQUE A 1#.44 "2

    NI$EL COBERTURA "%.

    EJE - T)*&+ "#% " " $".!0 0.!0 "%."%.

    TOTAL BLOQUE A 1#.44 "2

    BLOQUE B 14.4( "2

    NI$EL COBERTURA ".'

    EJE - T)*&+ !#"$ " " "!.0! 0.!0 ".'".'

    TOTAL BLOQUE B 14.4( "2

    BLOQUE C 1(.!2 "2

    NI$EL COBERTURA "'.9$

    EJE - ()*&+ "3#"9 " " $"."5 0.!0 "'.9$"'.9$

    TOTAL BLOQUE C 1(.!2 "2

    BLOQUE D 11.## "2

    NI$EL COBERTURA "".%%

    EJE - ()*&+ $0#$3 " " ".%" 0.!0 "".%%"".%%

    TOTAL BLOQUE D 11.## "2

    BLOQUE E 14.12 "2

    NI$EL COBERTURA "."$

    EJE - ()*&+ "#5 " " "%.'5 0.!0 "."$"."$

    TOTAL BLOQUE E 14.12 "2

    02.02.0#.02 TARRAJEO CON IMPERMEABILI%ANTE EN ALERO 4(.#0M2

    BLOQUE A 10.!0 "2NI$EL COBERTURA "0.90EJE A T)*&+ "#% " " $".!0 0.50 "0.90

    "0.90

    TOTAL BLOQUE A 10.!0 "2

    BLOQUE B !.04 "2NI$EL COBERTURA 9.0EJE A T)*&+ !#"$ " " "!.0! 0.50 9.0

    9.0

    TOTAL BLOQUE B !.04 "2

    BLOQUE C 10.5 "2NI$EL COBERTURA "0.5!EJE A ()*&+ "3#"9 " " $"."5 0.50 "0.5!

    "0.5!

    TOTAL BLOQUE C 10.5 "2

    BLOQUE D #.3( "2NI$EL COBERTURA %.3'EJE A ()*&+ $0#$3 " " ".%" 0.50 %.3'

    %.3'

    TOTAL BLOQUE D #.3( "2

    BLOQUE E .3 "2

    NI$EL COBERTURA !.!3EJE C ()*&+ "#5 " " "%.'5 0.50 !.!3

    !.!3

    TOTAL BLOQUE E .3 "2

    02.02.0#.03 TARRAJEO CON IMPERMEABILI%ANTE EN CABECERA DE MUROS DE TEC*O !3.3!"+

    BLOQUE A 21.0 "2NI$EL COBERTURA $".!0EJE C T)*&+ "#% " " $".!0 $".!0

    $".!0

    TOTAL BLOQUE A 21.0 "2

    BLOQUE B 1.0 "2NI$EL COBERTURA "!.0!EJE C T)*&+ !#"$ " " "!.0! "!.0!

    "!.0!

    TOTAL BLOQUE B 1.0 "2

    BLOQUE C 21.15 "2NI$EL COBERTURA $"."5EJE C ()*&+ "3#"9 " " $"."5 $"."5

    $"."5

    TOTAL BLOQUE C 21.15 "2

    BLOQUE D 14.#1 "2NI$EL COBERTURA ".%"EJE C ()*&+ $0#$3 " " ".%" ".%"

    ".%"

    TOTAL BLOQUE D 14.#1 "2

    BLOQUE E 1#.(5 "2NI$EL COBERTURA "%.'5EJE A ()*&+ "#5 " " "%.'5 "%.'5

    "%.'5

    TOTAL BLOQUE E 1#.(5 "2

    02.02.0 $ESTIDURAS DE DERRAMES C&A 1&5 =1.5 -" #44.00 ML

    BLOQUE A 1#(.00 "+P#0" " ".00 $.50 "!.00 &

    V#0" "0 " 3.%5 ".0 "03.00

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    V#03 " $.%5 ".0 33.$0.

    V#"" $ " .05 ".0 $".!0

    TOTAL BLOQUE A 1#(.00 "+

    BLOQUE B 1#(.00 "+

    P#0" " ".00 $.50 "!.00

    "%'.00

    &V#0" "0 " 3.%5 ".0 "03.00

    V#03 " $.%5 ".0 33.$0

    V#"" $ " .05 ".0 $".!0

    TOTAL BLOQUE B 1#(.00 "+

    BLOQUE C 133.( "+

    P#0" 5 " ".00 $.50 $$.50

    "33.!'

    &

    V#0$ 3 " 3.5 0.'0 $.30

    V#0 ' " 3.%5 0.'0 5$.$0

    V#05 " " $.5 0.'0 '."0

    V#0' $ " $.%5 0.'0 "3.0

    V#0% $ " 3.$ 0.'0 "5.3'

    TOTAL BLOQUE C 133.( "+

    BLOQUE D 123.44 "+

    P#0" ' " ".00 $.$5 $5.50

    "$3.

    &

    P#0$ 3 " 0.!0 $.$5 "!.30

    V#0! $ " 3."0 ".0 "!.00

    V#09 3 " 3.9 0.'0 $%.$

    V#"0 " " 3.3' 0.'0 %.9$

    V#"$ $ " ".%0 0.'0 9.$0

    V#"3 " " 3.9 ".0 "0.'!

    V#" 3 " 0.50 0.'0 '.'0

    TOTAL BLOQUE D 123.44 "+

    BLOQUE E 134.#0 "+

    P#0" 5 " ".00 $.50 $$.50

    "3.%0

    &

    V#0$ 5 " 3.5 0.'0 0.50

    V#0 ' " 3.%5 0.'0 5$.$0

    V#05 " " $.5 0.'0 '."0

    V#0' $ " $.%5 0.'0 "3.0

    TOTAL BLOQUE E 134.#0 "+

    02.02.0! BRUAS 301.55 M

    BLOQUE A (!.02 "+

    PRIMER NI$EL $9.50

    Ve)(*6e/ " " "".'5 "".'5

    $9.50

    &

    +)7+(*6e/ " " "%.!5 "%.!5

    SEGUNDO NI$EL 39.5$

    Ve)(*6e/ " " "5.$' "5.$'

    39.5$+)7+(*6e/ " " $.$' $.$'

    TOTAL BLOQUE A (!.02 "+

    BLOQUE B 4#.31 "+

    PRIMER NI$EL $5.!3

    Ve)(*6e/ " " $5.!3 $5.!3 $5.!3 &

    SEGUNDO NI$EL $".!

    Ve)(*6e/ " " "0.$5 "0.$5

    $".!+)7+(*6e/ " " "".$3 "".$3

    TOTAL BLOQUE B 4#.31 "+

    BLOQUE C (2.34 "+

    PRIMER NI$EL 33."!

    Ve)(*6e/ " " ".!' ".!'

    33."!

    &

    +)7+(*6e/ " " "!.3$ "!.3$

    SEGUNDO NI$EL $9."'Ve)(*6e/ " " "%.$5 "%.$5

    $9."'+)7+(*6e/ " " "".9" "".9"

    TOTAL BLOQUE C (2.34 "+

    BLOQUE D (4. "+

    PRIMER NI$EL 3$.00

    Ve)(*6e/ " " "5.00 "5.00

    3$.00

    &

    +)7+(*6e/ " " "%.00 "%.00

    SEGUNDO NI$EL 3$.!!

    Ve)(*6e/ " " "%.$5 "%.$53$.!!+)7+(*6e/ " " "5.'3 "5.'3

    TOTAL BLOQUE D (4. "+

    BLOQUE E 5.00 "+

    PRIMER NI$EL 3$.$'

    Ve)(*6e/ " " "5.$ "5.$

    3$.$'

    &

    +)7+(*6e/ " " "'.! "'.!

    SEGUNDO NI$EL $5.%

    Ve)(*6e/ " " "$.5 "$.5

    $5.%+)7+(*6e/ " " "3.$9 "3.$9

    TOTAL BLOQUE E 5.00 "+

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    02.02.10 $ESTIDURA DE ONDO DE ESCALERA /C&A 1&5 = 1.50 -" 1!.34 M2

    BLOQUE A 10.5# M2

    E/*6e)* " " 5."$ ".5 %.$

    "0.5%" " 3.00 ".05 3."5

    TOTAL BLOQUE A 10.5# M2

    BLOQUE C .## M2

    E/*6e)* " " 5."$ ".$0 '."

    !.%%" " $.50 ".05 $.'3

    TOTAL BLOQUE C .## M2

    02.03.00 CIELORRASO

    02.03.01 CIELORRASO CON ENLUCIDO DE YESO (5.44 M2

    BLOQUE A 13!.41 M2

    A6* 0" " $ '.$ .$5 5$.%0

    "39."

    A6* 0$ " $ '.$ .$5 5$.%0

    C*1* de E/*6e)*/ " " 3.$ 3.00 9.'0

    C+))ed+) " 3 ".55 .$5 "9.%'

    " " ".55 3.00 .'5

    TOTAL BLOQUE A 13!.41 M2

    BLOQUE B 131.#5 M2

    A6* 03 " $ '.$ .$5 5$.%0

    "3".%5A6* 0 " $ '.$ .$5 5$.%0

    C+))ed+) " ".55 .$5 $'.35TOTAL BLOQUE B 131.#5 M2

    BLOQUE C 1((.## M2

    S*6* de 6e()* 0" " " '.$ 3.95 $.9

    "''.%%

    " $ '.$ .$5 5$.%0

    De8+/(+ de 6)+/ " $ '.$ 3.95 !.9!

    C*1* de E/*6e)*/ " " 3.$ 3.00 9.'0

    C+))ed+) " ".55 .$5 $'.35

    " " ".55 3.00 .'5

    TOTAL BLOQUE C 1((.## M2

    BLOQUE D !2.4# M2

    T+8+ # P/+6+4* " " '.$ .!' 30."3

    9$.%SS M1e)e/ " " '.$ . $%.53

    SS V*)+e/ " " '.$ .0 $%.$!

    C+))ed+) " " ".55 .!' %.53

    TOTAL BLOQUE D !2.4# M2

    BLOQUE E 12.03 M2

    S*6* de 6e()* 0$ " " '.$ 3.95 $.9

    "$!.03" $ '.$ .$5 5$.%0

    De8+/(+ de 6)+/ " " '.$ 3.95 $.9

    C+))ed+) " ".55 .$5 $'.35

    TOTAL BLOQUE E 12.03 M2

    02.03.02 CIELORRASO CON ENLUCIDO DE YESO ' RAMPA 13.54 M2

    EJE %#"0 " " !.' ".' "3.5"3.5

    TOTAL 13.54 M2

    02.03.03 CIELORRASO CON PLACAS DE IBROCEMENTO DE 4 "" (3.05 M2

    BLOQUE A 13!.2( M2

    A6* 05 " $ '.$ .$5 5$.%0

    "39.$'

    A6* 0' " $ '.$ .$5 5$.%0

    C+))ed+) " 3 $."5 .$5 $%."

    " " $."5 3.00 '.5

    TOTAL BLOQUE A 13!.2( M2

    BLOQUE B 141.!5 M2

    A6* 0% " $ '.$ .$5 5$.%0

    "".95A6* 0! " $ '.$ .$5 5$.%0

    C+))ed+) " $."5 .$5 3'.55

    TOTAL BLOQUE B 141.!5 M2

    BLOQUE C 1(!.1# M2

    L*+)*(+)+ 0" " " '.$ 3.95 $.9

    "'9."%" $ '.$ .$5 5$.%0

    De8+/(+ 0" " $ '.$ 3.95 !.9!

    C+))ed+) " $."5 .$5 3'.55

    " " $."5 3.00 '.5

    TOTAL BLOQUE C 1(!.1# M2

    BLOQUE D !4.44 M2

    D)e+ : Sd)e+ " " '.$ 3.' $".5

    9.

    *66 : /e)e(*)* " " .05 5.9 $.0'

    A);

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    BLOQUE E 13.23 M2

    L*+)*(+)+ 0$ " " '.$ 3.95 $.9

    "3!.$3" $ '.$ .$5 5$.%0

    De8+/(+ 0$ " " '.$ 3.95 $.9

    C+))ed+) " $."5 .$5 3'.55TOTAL BLOQUE E 13.23 M2

    02.04.00 PISOS Y PA$IMENTOS

    02.04.01 CONTRAPISO

    02.04.01.01 CONTRAPISO DE 40 "" 142!.50 M2

    BLOQUE A 32. M2

    PRIMER NI$EL "%5.'9

    A6* 0" " " 5%.$5

    "%5.'9A6* 0$ " " 5'.

    C*1* de E/*6e)*/ " " $$.50

    C+))ed+) " " 39.50

    SEGUNDO NI$EL "53."9

    A6* 05 " " 5%.$5

    "53."9A6* 0' " " 5'.

    C+))ed+) " " 39.50

    TOTAL BLOQUE A 32. M2

    BLOQUE B 2.!4 M2

    PRIMER NI$EL ".%

    A6* 03 " " 5'.35

    ".%A6* 0 " " 55.9"C+))ed+) " " 3$.$"

    SEGUNDO NI$EL ".%

    A6* 0% " " 5'.35

    ".%A6* 0! " " 55.9"

    C+))ed+) " " 3$.$"

    TOTAL BLOQUE B 2.!4 M2

    BLOQUE C 315.54 M2

    PRIMER NI$EL "'9.0$

    S*6* de 6e()* 0" " " !.3%

    "'9.0$De8+/(+ de 6)+/ " " $5.0'

    C*1* de E/*6e)*/ " " $$.50

    C+))ed+) " " 3%.09

    SEGUNDO NI$EL "'.5$

    L*+)*(+)+ 0" " " !.3%

    "'.5$De8+/(+ 0" " " $5.0'

    C+))ed+) " " 3%.09

    TOTAL BLOQUE C 315.54 M2

    BLOQUE D 20.1( M2

    PRIMER NI$EL """.3$

    T+8+ # P/+6+4* " " 3".%

    """.3$SS M1e)e/ " " $.3!

    SS V*)+e/ " " $3.9

    C+))ed+) " " 3".%"SEGUNDO NI$EL 9'.!

    D)e+ : Sd)e+ " " $$.!

    9'.!

    *66 : /e)e(*)* " " $.'3

    A);

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    SEGUNDO NI$EL ""$.$'

    A6* 0% " " 5'.35""$.$'

    A6* 0! " " 55.9"

    TOTAL BLOQUE B 224.52 M2

    BLOQUE C 21.( M2PRIMER NI$EL "09.3

    S*6* de 6e()* 0" " " !.3%"09.3

    De8+/(+ de 6)+/ " " $5.0'

    SEGUNDO NI$EL "09.3

    L*+)*(+)+ 0" " " !.3%"09.3

    De8+/(+ 0" " " $5.0'

    TOTAL BLOQUE C 21.( M2

    BLOQUE D 1(#.1# M2

    PRIMER NI$EL %9.'"

    T+8+ # P/+6+4* " " 3".%

    %9.'"SS M1e)e/ " " $.3!

    SS V*)+e/ " " $3.9

    SEGUNDO NI$EL !%.5'

    D)e+ : Sd)e+ " " $$.!

    !%.5'

    *66 : /e)e(*)* " " $.'3

    A);

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    TOTAL BLOQUE C 33.4 M2

    BLOQUE D 23.54 M2

    C+))ed+) " " ".%" ".'0 $3.5$3.5

    TOTAL BLOQUE D 23.54 M2

    BLOQUE E 2.24 M2

    C+))ed+) " " "%.'5 ".'0 $!.$$!.$

    TOTAL BLOQUE E 2.24 M2

    02.05.00 $EREDAS

    02.05.01 ENCORADO Y DESENCORADO EN $EREDAS (1.55 M2

    BLOQUE A 1.(0 M2

    Pe)&e()*6 " " 9.$ 0.'0 5.5$

    "!.'0" " $".! 0.'0 "3.0!

    TOTAL BLOQUE A 1.(0 M2

    BLOQUE B 10.5 M2

    Pe)&e()*6 " " "!.0! 0.'0 "0.!5"0.!5

    TOTAL BLOQUE B 10.5 M2

    BLOQUE C 12.(! M2

    Pe)&e()*6 " " $"."5 0.'0 "$.'9"$.'9

    TOTAL BLOQUE C 12.(! M2

    BLOQUE D .3 M2

    Pe)&e()*6 " " ".%" 0.'0 !.!3!.!3

    TOTAL BLOQUE D .3 M2

    BLOQUE E 10.5! M2

    Pe)&e()*6 " " "%.'5 0.'0 "0.59"0.59

    TOTAL BLOQUE E 10.5! M2

    02.05.02 BRUAS EN $EREDAS 5#.00 ML

    BLOQUE A 13.20 ML

    Pe)&e()*6 " $$ 0.' "3.$0"3.$0

    TOTAL BLOQUE A 13.20 ML

    BLOQUE B 11.40 ML

    Pe)&e()*6 " "9 0.' "".0"".0

    TOTAL BLOQUE B 11.40 ML

    BLOQUE C 12.(0 ML

    Pe)&e()*6 " $" 0.' "$.'0"$.'0

    TOTAL BLOQUE C 12.(0 ML

    BLOQUE D !.00 ML

    Pe)&e()*6 " "5 0.' 9.009.00

    TOTAL BLOQUE D !.00 ML

    BLOQUE E 10.0 ML

    Pe)&e()*6 " "! 0.' "0.!0

    "0.!0

    TOTAL BLOQUE E 10.0 ML

    02.0(.00 %OCALOS Y CONTRA%OCALOS

    02.0(.01 %OCALOS

    02.0(.01.01 %OCALO DE CERAMICO 0.30 M ) 0.30 M * = 1.20 M (.!2 M2

    BLOQUE D (.!2 M2

    PRIMER NI$EL 5.

    SS.. V*)+e/ " " $$.00 ".$0 $'.05.SS.. M1e)e/ " " $3.3% ".$0 $!.0

    SEGUNDO NI$EL ".%

    SS.. V*)+e/ " " '.03 ".$0 %.$

    ".%SS.. M1e)e/ " " '.03 ".$0 %.$

    TOTAL BLOQUE D (.!2 M2

    02.0(.02 CONTRA%OCALOS

    02.0(.02.01 CONTRA%OCALO DE CERAMICO $ITRIICADO DE 0.20 M ) 0.30 M *= 0.20M 5#1.00 M

    BLOQUE A 123.( "+

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    PRIMER NI$EL '".93

    A6* 0" " " 3"." 0.$0 3"."0

    '".93A6* 0$ " " 30.!3 0.$0 30.!3

    SEGUNDO NI$EL '".93

    A6* 05 " " 3"." 0.$0 3"."0'".93A6* 0' " " 30.!3 0.$0 30.!3

    TOTAL BLOQUE A 123.( "+

    BLOQUE B 122.!2 "+

    PRIMER NI$EL '".'

    A6* 03 " " 30.! 0.$0 30.!0

    '".'A6* 0 " " 30.'' 0.$0 30.''

    SEGUNDO NI$EL '".'

    A6* 0% " " 30.! 0.$0 30.!0

    '".'A6* 0! " " 30.'' 0.$0 30.''

    TOTAL BLOQUE B 122.!2 "+

    BLOQUE C 11!.(0 "+

    PRIMER NI$EL '0.30

    S*6* de 6e()* 0" " " 0.'" 0.$0 0.'"

    '0.30De8+/(+ 0" " " "9.'9 0.$0 "9.'9

    SEGUNDO NI$EL 59.30

    L*+)*(+)+ 0" " " 39.'" 0.$0 39.'"

    59.30De8+/(+ de 6)+/ " " "9.'9 0.$0 "9.'9

    TOTAL BLOQUE C 11!.(0 "+

    BLOQUE D (.42 "+

    PRIMER NI$EL $".'$

    T+8+ # 8/+6+4* " " $".'$ 0.$0 $".'$$".'$

    SEGUNDO NI$EL '.!0

    D)e+ : /d)e+ " " "!.93 0.$0 "!.93

    '.!0

    *66 : /e)e(*)* " " "5.$! 0.$0 "5.$!

    A);

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    SEGUNDO NI$EL ".5!

    C+))ed+) " " 5.$5 0.30 ".5!".5!

    TOTAL BLOQUE D 12.(5 ML

    BLOQUE E 1!.01 MLPRIMER NI$EL ".3"

    C+))ed+) " " "'.'5 0.30 5.00

    ".3"Pe)&e()+ " " 3".05 0.30 9.3$

    SEGUNDO NI$EL .%0

    C+))ed+) " " "5.'5 0.30 .%0.%0

    TOTAL BLOQUE E 1!.01 ML

    02.0#.00 RE$ESTIMIENTO DE GRADAS, ESCALERAS, RAMPAS Y MESAS DE CONCRETO

    02.0#.01 RE$ESTIMIENTO DE PASO DE ESCALERA CON CERAMICO ANTIDESLI%ANTE 11.13 M2

    BLOQUE A (.0! "2P*/+ " "5 0.$! ".5 '.09

    '.09

    TOTAL BLOQUE A (.0! "2

    BLOQUE C 5.04 "2P*/+ " "5 0.$! ".$0 5.0

    5.0

    TOTAL BLOQUE C 5.04 "2

    02.0#.02 RE$ESTIMIENTO DE DESCANSO DE ESCALERA CON CERAMICO ANTIDESLI%ANTE (.(0 M2

    BLOQUE A 3.(0 "2

    de/*/+ " " ".$0 3.00 3.'03.'0

    TOTAL BLOQUE A 3.(0 "2

    BLOQUE C 3.00 "2

    de/*/+ " " ".$0 $.50 3.003.00

    TOTAL BLOQUE C 3.00 "2

    02.0#.03 RE$ESTIMIENTO DE LA$ATORIOS Y URINARIO DE BAOS CON CERAMICO DE 30 30 -" .5! M2

    BLOQUE D .5! "2

    L*

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    .

    TOTAL BLOQUE A 21.# ML

    BLOQUE B 1.24 ML

    EJE !#"$ A#- " "!.$ "!.$"!.$

    TOTAL BLOQUE B 1.24 ML

    BLOQUE C 21.22 ML

    EJE "3#"9 A#- " $".$$ $".$$$".$$

    TOTAL BLOQUE C 21.22 ML

    BLOQUE D 14.#1 ML

    EJE $0#$3 A#- " ".%" ".%"".%"

    TOTAL BLOQUE D 14.#1 ML

    BLOQUE E 1#.(5 ML

    EJE "#5 A#- " "%.'5 "%.'5"%.'5

    TOTAL BLOQUE E 1#.(5 ML

    02.0.03 REMATE LATERAL CON PLANC*AS DE IBROCEMENTO TIPO TEJA ANDINA 22.1# "+

    BLOQUE A !.!3 ML

    EJE " A#- $ 3.!" %.'$

    9.93EJE $ A#- " $.3" $.3"

    TOTAL BLOQUE A !.!3 ML

    BLOQUE D 2.31 ML

    EJE $" A#- " $.3" $.3"

    $.3"EJE $3 A#- $ 3.!" %.'$

    TOTAL BLOQUE D 2.31 ML

    BLOQUE E !.!3 ML

    EJE " A#- $ 3.!" %.'$

    9.93EJE 5 A#- " $.3" $.3"

    TOTAL BLOQUE E !.!3 ML

    02.0!.00 CARPINTERIA DE MADERA

    02.0!.01.01 P'01 PUERTA CONTRAPLACADA AGLOMERADO 5.5 MM, CON $ANO 24.00

    BLOQUE A 4.00

    " ".00 $.50 .00.00

    TOTAL BLOQUE A 4.00

    BLOQUE B 4.00

    " ".00 $.50 .00 .00

    TOTAL BLOQUE B 4.00

    BLOQUE C 5.00

    " 5 ".00 $.50 5.005.00

    TOTAL BLOQUE C 5.00

    BLOQUE D (.00

    " ' ".00 $.50 '.00'.00

    TOTAL BLOQUE D (.00

    BLOQUE E 5.00

    " 5 ".00 $.50 5.005.00

    TOTAL BLOQUE E 5.00

    02.0!.01.02 P'02 PUERTA CONTRAPLACADA AGLOMERADO 5.5 MM, CON $ANO 3.00

    BLOQUE D 3.00

    " 3 0.!0 $.$5 3.003.00

    TOTAL BLOQUE D 3.00

    02.10.00 CARPINTERIA METALICA

    02.10.01 CARPINTERIA DE ALUMINIO

    02.10.01.01 $'01 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO 20.00 UND

    BLOQUE A 10.00

    " "0 3.%5 ".0 "0.00"0.00

    TOTAL BLOQUE A 10.00

    BLOQUE B 10.00

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    " "0 3.%5 ".0 "0.00"0.00

    TOTAL BLOQUE B 10.00

    02.10.01.02 $'02 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO .00 UND

    BLOQUE C 3.00

    " 3 3.5 0.'0 3.003.00

    TOTAL BLOQUE C 3.00

    BLOQUE E 5.00

    " 5 3.5 0.'0 5.005.00

    TOTAL BLOQUE E 5.00

    02.10.01.03 $'03 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO .00 UND

    BLOQUE A 4.00

    " $.%5 ".0 .00.00

    TOTAL BLOQUE A 4.00

    BLOQUE B 4.00

    " $.%5 ".0 .00.00

    TOTAL BLOQUE B 4.00

    02.10.01.04 $'04 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO 12.00 UND

    BLOQUE C (.00 " ' 3.%5 0.'0 '.00

    '.00

    TOTAL BLOQUE C (.00

    BLOQUE E (.00

    " ' 3.%5 0.'0 '.00'.00

    TOTAL BLOQUE E (.00

    02.10.01.05 $'05 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO 2.00 UND

    BLOQUE C 1.00

    " " $.5 0.'0 ".00".00

    TOTAL BLOQUE C 1.00

    BLOQUE E 1.00

    " " $.5 0.'0 ".00".00

    TOTAL BLOQUE E 1.00

    02.10.01.0( $'0( $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO 4.00 UND

    BLOQUE C 2.00

    " $ $.%5 0.'0 $.00 $.00

    TOTAL BLOQUE C 2.00

    BLOQUE E 2.00

    " $ $.%5 0.'0 $.00$.00

    TOTAL BLOQUE E 2.00

    02.10.01.0# $'0# $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO 2.00 UND

    BLOQUE C 2.00

    " $ 3.$ 0.'0 $.00

    $.00

    TOTAL BLOQUE C 2.00

    02.10.01.0 $'0 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO 2.00 UND

    BLOQUE D 2.00

    " $ 3."0 ".0 $.00$.00

    TOTAL BLOQUE D 2.00

    02.10.01.0! $'0! $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO 3.00 UND

    BLOQUE D 3.00 " 3 3.9 0.'0 3.00

    3.00

    TOTAL BLOQUE D 3.00

    02.10.01.10 $'10 $ENTANA CORREDI%A DE $IDRIO CON ACCESORIOS DE ALUMINIO 1.00 UND

    BLOQUE D 1.00

    " " 3.3' 0.'0 ".00".00

    TOTAL BLOQUE D 1.00

    02.10.01.11 $'11 $ENTANA BATIENTE DE $IDRIO CON ACCESORIOS DE ALUMINIO 4.00 UND

    BLOQUE B 4.00

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    " .05 ".0 .00.00

    TOTAL BLOQUE B 4.00

    02.10.01.12 $'12 $ENTANA BATIENTE DE $IDRIO CON ACCESORIOS DE ALUMINIO 2.00 UND

    BLOQUE D 2.00

    " $ ".%0 0.'0 $.00$.00

    TOTAL BLOQUE D 2.00

    02.10.01.13 $'13 $ENTANA BATIENTE DE $IDRIO CON ACCESORIOS DE ALUMINIO 1.00 UND

    BLOQUE D 1.00

    " " 3.9 ".0 ".00".00

    TOTAL BLOQUE D 1.00

    02.10.01.14 $'14 $ENTANA BATIENTE DE $IDRIO CON ACCESORIOS DE ALUMINIO 3.00 UND

    BLOQUE D 3.00

    " 3 0.50 0.'0 3.003.00

    TOTAL BLOQUE D 3.00

    02.10.01.15 SEPARADOR PARA BAOS INCLUYE PUERTA 22.#2 "

    BLOQUE D 22.#2 "+

    SS. V*)+e/ " 3 $.3 %.0$

    $$.%$SS. M1e)e/ " 5 $.3 "".%0SS.. D/*8*(*d+/ " $ $.00 .00

    TOTAL BLOQUE D 22.#2

    02.10.01.1( CANTONERA DE ALUMINIO 42.40 "

    BLOQUE A 23.20 ME/*6e)* " "' ".5 $3.$0

    $3.$0

    TOTAL BLOQUE A 23.20 M

    BLOQUE C 1!.20 M

    E/*6e)* " "' ".$ "9.$0"9.$0

    TOTAL BLOQUE C 1!.20 M

    02.10.01.1# BARANDAS Y PASAMANOS 5.31 M

    BARANDA PASAMANOS PARA ESCALERA SEGFN DETALLE Y ACABADO 14.15 M

    BLOQUE A 14.15 M

    ()*&+ e=(e)+ $ $.$ .!

    "."5()*&+ (e)+ $ $.$ .!

    de/*/+ " 5."9 5."9

    TOTAL BLOQUE A 14.15 M

    BLOQUE C 13.(( M

    ()*&+ e=(e)+ $ $.$ .!

    "3.''()*&+ (e)+ $ $.$ .!

    de/*/+ " .% .%0

    TOTAL BLOQUE C 13.(( M

    BARANDA PASAMANOS PARA CORREDOR SEGFN DETALLE Y ACABADO 5#.50 M

    " $".%5 $".%5

    5%.50

    " !. !.0

    " "$.5 "$.50

    " ".!5 ".!5

    TOTAL BLOQUE A 5#.50 M

    02.10.01.1 JUNTA METALICA !.50 M

    BLOQUE A ' B !.50 "+EJE !#9 A " " .0 .0

    9.50- " $ $.55 5."0

    TOTAL BLOQUE A ' B !.50 "+

    02.11.00 CERRAJERIA

    02.11.01 BISAGRAS

    02.11.01.01 BISAGRAS ALUMINI%ADA CAPUC*INA PESADA DE 46 ) 46 1.00 789

    BLOQUE A 12.00 P%A

    Pe)(* 0" 3 "$.00"$.00

    TOTAL BLOQUE A 12.00 P%A

    BLOQUE B 12.00 P%A

    Pe)(* 0" 3 "$.00"$.00

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    TOTAL BLOQUE B 12.00 P%A

    BLOQUE C 15.00 P%A

    Pe)(* 0" 3 5 "5.00"5.00

    TOTAL BLOQUE C 15.00 P%A

    BLOQUE D 2#.00 P%A

    Pe)(* 0" 3 ' "!.00

    $%.00Pe)(* 0$ 3 3 9.00

    TOTAL BLOQUE D 2#.00 P%A

    BLOQUE E 15.00 P%A

    Pe)(* 0" 3 5 "5.00"5.00

    TOTAL BLOQUE E 15.00 P%A

    02.11.02 CERRADURAS

    02.11.02.01 CERRADURA TIPO BOLA MODELO IBERICA 24.00 789

    BLOQUE A 4.00 P%APe)(* 0" " .00

    .00

    TOTAL BLOQUE A 4.00 P%A

    BLOQUE B 4.00 P%A

    Pe)(* 0" " .00.00

    TOTAL BLOQUE B 4.00 P%A

    BLOQUE C 5.00 P%A

    Pe)(* 0" " 5 5.005.00

    TOTAL BLOQUE C 5.00 P%A

    BLOQUE D (.00 P%APe)(* 0" " ' '.00

    '.00

    TOTAL BLOQUE D (.00 P%A

    BLOQUE E 5.00 P%APe)(* 0" " 5 5.00

    5.00

    TOTAL BLOQUE E 5.00 P%A

    02.12.00 $IDRIOS

    02.12.01 ESPEJO EMPOTRADO 2.5 "2

    BLOQUE D 2.5 M2

    SS. V*)+e/ " " ".! 0.% ".$9

    $.5!SS. M1e)e/ " " ".! 0.% ".$9

    TOTAL BLOQUE D 2.5 M2

    02.13.00 PINTURAS

    02.13.01 PINTURA EN CIELORASO Y MUROS

    02.13.01.01 PINTURA LATE) MATE EN CIELO RASO 2 MANOS (5.44 M2

    BLOQUE A 13!.41 M2

    A6* 0" " $ '.$ .$5 5$.%0

    "39."

    A6* 0$ " $ '.$ .$5 5$.%0

    C*1* de E/*6e)*/ " " 3.$ 3.00 9.'0

    C+))ed+) " 3 ".55 .$5 "9.%'

    " " ".55 3.00 .'5

    TOTAL BLOQUE A 13!.41 M2

    BLOQUE B 131.#5 M2

    A6* 03 " $ '.$ .$5 5$.%0

    "3".%5A6* 0 " $ '.$ .$5 5$.%0

    C+))ed+) " ".55 .$5 $'.35

    TOTAL BLOQUE B 131.#5 M2

    BLOQUE C 1((.## M2S*6* de 6e()* 0" " " '.$ 3.95 $.9

    "''.%%

    " $ '.$ .$5 5$.%0

    De8+/(+ de 6)+/ " $ '.$ 3.95 !.9!

    C*1* de E/*6e)*/ " " 3.$ 3.00 9.'0

    C+))ed+) " ".55 .$5 $'.35

    " " ".55 3.00 .'5

    TOTAL BLOQUE C 1((.## M2

    BLOQUE D !2.4# M2

    T+8+ # P/+6+4* " " '.$ .!' 30."3

    9$.%SS M1e)e/ " " '.$ . $%.53

    SS V*)+e/ " " '.$ .0 $%.$!

    C+))ed+) " " ".55 .!' %.53

    TOTAL BLOQUE D !2.4# M2

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    BLOQUE E 12.03 M2

    S*6* de 6e()* 0$ " " '.$ 3.95 $.9

    "$!.03" $ '.$ .$5 5$.%0

    De8+/(+ de 6)+/ " " '.$ 3.95 $.9

    C+))ed+) " ".55 .$5 $'.35TOTAL BLOQUE E 12.03 M2

    02.13.01.02 PINTURA LATE) MATE EN CIELORRASO CON PLACAS DE IBROCEMENTO 2 MANOS (3.05 M2

    BLOQUE A 13!.2( M2

    A6* 05 " $ '.$ .$5 5$.%0

    "39.$'A6* 0' " $ '.$ .$5 5$.%0

    C+))ed+) " 3 $."5 .$5 $%."

    " " $."5 3.00 '.5

    TOTAL BLOQUE A 13!.2( M2

    BLOQUE B 141.!5 M2

    A6* 0% " $ '.$ .$5 5$.%0

    "".95A6* 0! " $ '.$ .$5 5$.%0

    C+))ed+) " $."5 .$5 3'.55

    TOTAL BLOQUE B 141.!5 M2

    BLOQUE C 1(!.1# M2

    L*+)*(+)+ 0" " " '.$ 3.95 $.9

    "'9."%

    " $ '.$ .$5 5$.%0

    De8+/(+ 0" " $ '.$ 3.95 !.9!

    C+))ed+) " $."5 .$5 3'.55

    " " $."5 3.00 '.5

    TOTAL BLOQUE C 1(!.1# M2

    BLOQUE D !4.44 M2

    D)e+ : Sd)e+ " " '.$ 3.' $".5

    9.

    *66 : /e)e(*)* " " .05 5.9 $.0'

    A);

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    ()*&+ 3# " " 3.%5 0.!0 3.00

    53.!"()*&+ #5 " " 3.%5 0.!0 3.00

    ()*&+ '#% " " 3.00 $."" '.33

    EJE - ()*&+ "#$ " " 3.%5 0.!0 3.00

    ()*&+ $#3 " " $.%5 0.!0 $.$0

    ()*&+ 3# " " 3.%5 0.!0 3.00()*&+ #5 " " $.%5 0.!0 $.$0

    SEGUNDO NI$EL '.55

    EJE " A#- " " 3.%5 "."0 ."3

    '.55

    EJE 5 A#- " " 3.%5 "."0 ."3

    EJE A ()*&+ "#$ " " 3.%5 "."0 ."3

    ()*&+ $#3 " " 3.%5 "."0 ."3

    ()*&+ 3# " " 3.%5 "."0 ."3

    ()*&+ #5 " " 3.%5 "."0 ."3

    ()*&+ '#% " " 3.00 $.50 %.50

    EJE - ()*&+ "#$ " " 3.%5 "."0 ."3

    ()*&+ $#3 " " $.%5 "."0 3.03

    ()*&+ 3# " " 3.%5 "."0 ."3

    ()*&+ #5 " " $.%5 "."0 3.03

    TOTAL BLOQUE A 100.3( "2

    BLOQUE B 133.5# "2

    PRIMER NI$EL '0.0$EJE ! A#- " " 5.%0 $.$0 "$.5

    '0.0$

    EJE "$ A#- " $ 5.%0 $.$0 $5.0!

    EJE A ()*&+ !#9 " " 3.%5 0.!0 3.00

    ()*&+ 9#"0 " " 3.%5 0.!0 3.00

    ()*&+ "0#"" " " 3.%5 0.!0 3.00

    ()*&+ ""#"$ " " 3.%5 0.!0 3.00EJE - ()*&+ !#9 " " $.%5 0.!0 $.$0

    ()*&+ 9#"0 " " 3.%5 0.!0 3.00

    ()*&+ "0#"" " " $.%5 0.!0 $.$0

    ()*&+ ""#"$ " " 3.%5 0.!0 3.00

    SEGUNDO NI$EL %3.55

    EJE ! A#- " " 5.%0 $.50 ".$5

    %3.55

    EJE "$ A#- " $ 5.%0 $.50 $!.50

    EJE A ()*&+ !#9 " " 3.%5 "."0 ."3

    ()*&+ 9#"0 " " 3.%5 "."0 ."3

    ()*&+ "0#"" " " 3.%5 "."0 ."3

    ()*&+ ""#"$ " " 3.%5 "."0 ."3

    EJE - ()*&+ !#9 " " $.%5 "."0 3.03

    ()*&+ 9#"0 " " 3.%5 "."0 ."3

    ()*&+ "0#"" " " $.%5 "."0 3.03

    ()*&+ ""#"$ " " 3.%5 "."0 ."3

    TOTAL BLOQUE B 133.5# "2

    BLOQUE C 15.54 "2

    PRIMER NI$EL !5.%!EJE "' A#- " $ .%0 $.$0 $0.'!

    !5.%!

    &$

    EJE "% A#- " " 5.%0 $.$0 "$.5

    EJE A ()*&+ "3#" " " 3.5 ".'0 5.5$

    ()*&+ "#"5 " " 3.%5 ".'0 '.00()*&+ "5#"' " " 3.%5 ".'0 '.00

    ()*&+ "'#"% " " 3.5 $.$0 %.59

    ()*&+ "!#"9 " " 3.00 $."" '.33

    EJE - ()*&+ "3#" " " 3.5 ".'0 5.5$

    ()*&+ "#"5 " " 3.%5 ".'0 '.00

    ()*&+ "5#"' " " $.%5 ".'0 .0

    ()*&+ "'#"% " " 3.$5 ".'0 5.$0

    SEGUNDO NI$EL 99.%'

    EJE "' A#- " $ .%0 $.50 $3.50

    99.%'

    EJE "% A#- " " 5.%0 $.50 ".$5

    EJE A ()*&+ "3#" " " 3.5 ".90 '.5'

    ()*&+ "#"5 " " 3.%5 ".90 %."3

    ()*&+ "5#"' " " 3.%5 ".90 %."3

    ()*&+ "'#"% " " 3.5 $.50 !.'3

    ()*&+ "!#"9 " " 3.00 $.50 %.50

    EJE - ()*&+ "3#" " " 3.5 ".90 '.5'

    ()*&+ "#"5 " " 3.%5 ".90 %."3

    ()*&+ "5#"' " " $.%5 ".90 5.$3

    ()*&+ "'#"% " " 3.$5 ".90 '."!

    TOTAL BLOQUE C 15.54 "2

    BLOQUE D 1!3.!4 "2

    PRIMER NI$EL 59.%$EJE $0 A#- " " 5.%0 $.$0 "$.5

    59.%$

    &$

    EJE $"#$$ A#- " $ 0.90 $.50 .50

    EJE $$#$3 A#- " $ 0.90 $.50 .50

    EJE A ()*&+ $0#$" " " .3' 0.!0 3.9

    EJE A#- ()*&+ $"#$$ " $ ".50 $.50 %.50

    ()*&+ $"#$$ " $ 3.0 $.50 "%.00

    EJE A#- ()*&+ $$#$3 " $ ".50 $.50 %.50

    EJE - ()*&+ $0#$" " " 3.3' 0.!0 $.'9

    SEGUNDO NI$EL "3.$3

    EJE $0 A#- " " 5.%0 $.$5 "$.!3

    " " ".50 $.00 3.00

    EJE $0#$" A#- " $ 5.$0 $.55 $'.5$

    EJE $"#$$ A#- " $ $.$0 $.55 "".$$

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    A#- " $ $.05 $.55 "0.'

    "3.$3

    EJE $" A#- " " .%0 $.$5 "0.5!

    EJE A ()*&+ $0#$" " " 3."0 "."0 3."

    " " "."0 $.$5 $.!

    ()*&+ $"#$$ " " $. $.$5 5.9

    " " ".50 ".90 $.!5()*&+ $$#$3 " " 3.9" ".90 %.3

    EJE A#- ()*&+ $0#$$ " $ 3.50 $.55 "%.!5

    EJE - ()*&+ $0#$" " " 3.3' $.$5 %.5'

    ()*&+ $"#$$ " " 3.9 "."0 .33

    ()*&+ $$#$3 " " 3.'' $.$5 !.$

    TOTAL BLOQUE D 1!3.!4 "2

    BLOQUE E 1!#.30 "2

    PRIMER NI$EL 9$.3"

    EJE " -#C " " 5.%0 $.$0 "$.5

    9$.3"

    &$

    EJE -#C " $ .%0 $.$0 $0.'!

    EJE 5 -#C " " 5.%0 $.$0 "$.5

    EJE - ()*&+ "#$ " " 3.5 ".'0 5.5$

    ()*&+ $#3 " " 3.%5 ".'0 '.00

    ()*&+ 3# " " $.%5 ".'0 .0

    ()*&+ #5 " " 3.5 ".'0 5.5$

    EJE C ()*&+ "#$ " " 3.5 ".'0 5.5$

    ()*&+ $#3 " " 3.%5 ".'0 '.00

    ()*&+ 3# " " 3.%5 ".'0 '.00

    ()*&+ #5 " " 3.5 $.$0 %.59

    SEGUNDO NI$EL "0.99EJE " -#C " " 5.%0 $.50 ".$5

    "0.99

    EJE -#C " $ .%0 $.50 $3.50EJE 5 -#C " " 5.%0 $.50 ".$5

    EJE - ()*&+ "#$ " " $.5 ".90 .''

    ()*&+ $#3 " " 3.%5 ".90 %."3

    ()*&+ 3# " " $.%5 ".90 5.$3

    ()*&+ #5 " " 3.5 ".90 '.5'

    EJE C ()*&+ "#$ " " 3.5 ".90 '.5'

    ()*&+ $#3 " " 3.%5 ".90 %."3

    ()*&+ 3# " " 3.%5 ".90 %."3

    ()*&+ #5 " " 3.5 $.50 !.'3

    TOTAL BLOQUE E 1!#.30 "2

    02.13.01.04 PINTURA OLEO MATE EN MUROS E)TERIORES (10.!( "2

    MURO DE LADRILLO CERAMICO E= 0,25 M 4!.23 "2

    BLOQUE D 4!.23 "2

    PRIMER NI$EL 3'."EJE $3 A#- " " 5.%0 $.50 ".$5

    3'."

    EJE A ()*&+ $"#$$ " " 3.9 ".'0 '.30

    ()*&+ $$#$3 " " 3.9" ".'0 '.$'

    EJE - ()*&+ $"#$$ " " ".%0 ".'0 $.%$

    " " ".05 $.$0 $.3"

    ()*&+ $$#$3 " " ".05 $.$0 $.3"

    " " "." ".'0 $.$'

    SEGUNDO NI$EL "$.!3

    EJE $3 A#- " " 5.%0 $.$5 "$.!3"$.!3

    TOTAL BLOQUE D 4!.23 "2

    MURO DE BLOQUETA DE CONCRETO E= 0,15 M 5(1.#3 "2

    BLOQUE A 100.3( "2

    PRIMER NI$EL 53.!"EJE " A#- " " 5.%0 $.$0 "$.5

    53.!"

    &$

    EJE 5 A#- " " 5.%0 $.$0 "$.5

    EJE A ()*&+ "#$ " " 3.%5 0.!0 3.00

    ()*&+ $#3 " " 3.%5 0.!0 3.00

    ()*&+ 3# " " 3.%5 0.!0 3.00

    ()*&+ #5 " " 3.%5 0.!0 3.00

    ()*&+ '#% " " 3.00 $."" '.33

    EJE - ()*&+ "#$ " " 3.%5 0.!0 3.00

    ()*&+ $#3 " " $.%5 0.!0 $.$0

    ()*&+ 3# " " 3.%5 0.!0 3.00

    ()*&+ #5 " " $.%5 0.!0 $.$0

    SEGUNDO NI$EL '.55

    EJE " A#- " " 3.%5 "."0 ."3

    '.55

    EJE 5 A#- " " 3.%5 "."0 ."3EJE A ()*&+ "#$ " " 3.%5 "."0 ."3

    ()*&+ $#3 " " 3.%5 "."0 ."3

    ()*&+ 3# " " 3.%5 "."0 ."3

    ()*&+ #5 " " 3.%5 "."0 ."3

    ()*&+ '#% " " 3.00 $.50 %.50

    EJE - ()*&+ "#$ " " 3.%5 "."0 ."3

    ()*&+ $#3 " " $.%5 "."0 3.03

    ()*&+ 3# " " 3.%5 "."0 ."3

    ()*&+ #5 " " $.%5 "."0 3.03

    TOTAL BLOQUE A 100.3( "2

    BLOQUE B #!.!! "2PRIMER NI$EL 3.9

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    EJE ! A#- " " 5.%0 $.$0 "$.5

    3.9

    EJE A ()*&+ !#9 " " 3.%5 0.!0 3.00

    ()*&+ 9#"0 " " 3.%5 0.!0 3.00

    ()*&+ "0#"" " " 3.%5 0.!0 3.00

    ()*&+ ""#"$ " " 3.%5 0.!0 3.00

    EJE - ()*&+ !#9 " " $.%5 0.!0 $.$0()*&+ 9#"0 " " 3.%5 0.!0 3.00

    ()*&+ "0#"" " " $.%5 0.!0 $.$0

    ()*&+ ""#"$ " " 3.%5 0.!0 3.00

    SEGUNDO NI$EL 5.05

    EJE ! A#- " " 5.%0 $.50 ".$5

    5.05

    EJE A ()*&+ !#9 " " 3.%5 "."0 ."3

    ()*&+ 9#"0 " " 3.%5 "."0 ."3

    ()*&+ "0#"" " " 3.%5 "."0 ."3

    ()*&+ ""#"$ " " 3.%5 "."0 ."3

    EJE - ()*&+ !#9 " " $.%5 "."0 3.03

    ()*&+ 9#"0 " " 3.%5 "."0 ."3

    ()*&+ "0#"" " " $.%5 "."0 3.03

    ()*&+ ""#"$ " " 3.%5 "."0 ."3

    TOTAL BLOQUE B #!.!! "2

    BLOQUE C 141.3( "2

    PRIMER NI$EL '5."0EJE "% A#- " " 5.%0 $.$0 "$.5

    '5."0

    EJE A ()*&+ "3#" " " 3.5 ".'0 5.5$

    ()*&+ "#"5 " " 3.%5 ".'0 '.00

    ()*&+ "5#"' " " 3.%5 ".'0 '.00

    ()*&+ "'#"% " " 3.5 $.$0 %.59

    ()*&+ "!#"9 " " 3.00 $."" '.33EJE - ()*&+ "3#" " " 3.5 ".'0 5.5$

    ()*&+ "#"5 " " 3.%5 ".'0 '.00

    ()*&+ "5#"' " " $.%5 ".'0 .0

    ()*&+ "'#"% " " 3.$5 ".'0 5.$0

    SEGUNDO NI$EL %'.$'

    EJE "% A#- " " 5.%0 $.50 ".$5

    %'.$'

    EJE A ()*&+ "3#" " " 3.5 ".90 '.5'

    ()*&+ "#"5 " " 3.%5 ".90 %."3

    ()*&+ "5#"' " " 3.%5 ".90 %."3

    ()*&+ "'#"% " " 3.5 $.50 !.'3

    ()*&+ "!#"9 " " 3.00 $.50 %.50

    EJE - ()*&+ "3#" " " 3.5 ".90 '.5'

    ()*&+ "#"5 " " 3.%5 ".90 %."3

    ()*&+ "5#"' " " $.%5 ".90 5.$3

    ()*&+ "'#"% " " 3.$5 ".90 '."!

    TOTAL BLOQUE C 141.3( "2

    BLOQUE D (.!0 "2

    PRIMER NI$EL "!.%$EJE $0 A#- " " 5.%0 $.$0 "$.5

    "!.%$

    &$

    EJE A ()*&+ $0#$" " " .3' 0.!0 3.9

    EJE - ()*&+ $0#$" " " 3.3' 0.!0 $.'9

    SEGUNDO NI$EL '!."!

    EJE $0 A#- " " 5.%0 $.$5 "$.!3

    '!."!

    " " ".50 $.00 3.00

    EJE $" A#- " " .%0 $.$5 "0.5!

    EJE A ()*&+ $0#$" " " 3."0 "."0 3."

    " " "."0 $.$5 $.!

    ()*&+ $"#$$ " " $. $.$5 5.9

    " " ".50 ".90 $.!5

    ()*&+ $$#$3 " " 3.9" ".90 %.3

    EJE - ()*&+ $0#$" " " 3.3' $.$5 %.5'

    ()*&+ $"#$$ " " 3.9 "."0 .33

    ()*&+ $$#$3 " " 3.'' $.$5 !.$

    TOTAL BLOQUE D (.!0 "2

    BLOQUE E 153.12 "2

    PRIMER NI$EL %".'3EJE " -#C " " 5.%0 $.$0 "$.5

    %".'3

    &$

    EJE 5 -#C " " 5.%0 $.$0 "$.5

    EJE - ()*&+ "#$ " " 3.5 ".'0 5.5$

    ()*&+ $#3 " " 3.%5 ".'0 '.00

    ()*&+ 3# " " $.%5 ".'0 .0

    ()*&+ #5 " " 3.5 ".'0 5.5$

    EJE C ()*&+ "#$ " " 3.5 ".'0 5.5$

    ()*&+ $#3 " " 3.%5 ".'0 '.00()*&+ 3# " " 3.%5 ".'0 '.00

    ()*&+ #5 " " 3.5 $.$0 %.59

    SEGUNDO NI$EL !".9

    EJE " -#C " " 5.%0 $.50 ".$5

    !".9

    EJE 5 -#C " " 5.%0 $.50 ".$5

    EJE - ()*&+ "#$ " " $.5 ".90 .''

    ()*&+ $#3 " " 3.%5 ".90 %."3

    ()*&+ 3# " " $.%5 ".90 5.$3

    ()*&+ #5 " " 3.5 ".90 '.5'

    EJE C ()*&+ "#$ " " 3.5 ".90 '.5'

    ()*&+ $#3 " " 3.%5 ".90 %."3

    ()*&+ 3# " " 3.%5 ".90 %."3

    ()*&+ #5 " " 3.5 $.50 !.'3

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    TOTAL BLOQUE E 153.12 "2

    02.13.01.05 PINTURA LATE) MATE EN COLUMNAS ((#.51 "2

    BLOQUE A 1(1.3! "2PRIMER NI$EL %!.%5

    EJE " A#- $ " ".%0 $.50 !.50

    %!.%5

    &$

    EJE $ A#- $ " $.$0 $.50 "".00

    C " " "."0 $.50 $.%5

    EJE 3 A#- $ " ".95 $.50 9.%5

    C " " "."0 $.50 $.%5

    EJE A#- $ " $.$0 $.50 "".00

    C " " "."0 $.50 $.%5

    EJE 5 A#- $ " ".%0 $.50 !.50

    C " " "."0 $.50 $.%5

    EJE ' A#- $ " ".35 $.50 '.%5

    C " " "."0 $.50 $.%5

    EJE % A#- $ " ".35 $.50 '.%5

    C " " "."0 $.50 $.%5

    SEGUNDO NI$EL !$.'

    EJE " A#- $ " ".%0 $.50 !.50

    !$.'

    &$

    EJE $ A#- $ " $.$0 $.50 "".00

    C " " "."0 3.09 3.0

    EJE 3 A#- $ " ".95 $.50 9.%5

    C " " "."0 3.09 3.0

    EJE A#- $ " $.$0 $.50 "".00

    C " " "."0 3.09 3.0

    EJE 5 A#- $ " ".%0 $.50 !.50

    C " " "."0 3.09 3.0EJE ' A#- $ " ".35 $.50 '.%5

    C " " "."0 3.09 3.0

    EJE % A#- $ " ".35 $.50 '.%5

    C " " "."0 3.09 3.0

    TOTAL BLOQUE A 1(1.3! "2

    BLOQUE B 12.25 "2

    PRIMER NI$EL '$.50

    EJE ! A#- $ " ".%0 $.50 !.50

    '$.50

    &$

    C " " "."0 $.50 $.%5

    EJE 9 A#- $ " $.$0 $.50 "".00

    C " " "."0 $.50 $.%5

    EJE "0 A#- $ " ".95 $.50 9.%5

    C " " "."0 $.50 $.%5

    EJE "" A#- $ " $.$0 $.50 "".00

    C " " "."0 $.50 $.%5

    EJE "$ A#- $ " ".%0 $.50 !.50

    C " " "."0 $.50 $.%5

    SEGUNDO NI$EL '5.%5

    EJE ! A#- $ " ".%0 $.50 !.50

    '5.%5

    &$

    C " " "."0 3.09 3.0

    EJE 9 A#- $ " $.$0 $.50 "".00

    C " " "."0 3.09 3.0EJE "0 A#- $ " ".95 $.50 9.%5

    C " " "."0 3.09 3.0

    EJE "" A#- $ " $.$0 $.50 "".00

    C " " "."0 3.09 3.0

    EJE "$ A#- $ " ".%0 $.50 !.50

    C " " "."0 3.09 3.0

    TOTAL BLOQUE B 12.25 "2

    BLOQUE C 1#1.54 "2

    PRIMER NI$EL !3.50

    EJE "3 A#- $ " ".!5 $.50 9.$5

    !3.50

    &$

    C " " "."0 $.50 $.%5

    EJE " A#- $ " $.$0 $.50 "".00

    C " " "."0 $.50 $.%5

    EJE "5 A#- $ " $.$0 $.50 "".00

    C " " "."0 $.50 $.%5

    EJE "' A#- $ " $.05 $.50 "0.$5

    C " " "."0 $.50 $.%5

    EJE "% A#- $ " ".%0 $.50 !.50

    C " " "."0 $.50 $.%5

    EJE "! A " " ".35 $.50 3.3!

    - " " ".50 $.50 3.%5

    C " " "."0 $.50 $.%5

    EJE "! A " " ".35 $.50 3.3!- " " ".50 $.50 3.%5

    C " " "."0 $.50 $.%5

    SEGUNDO NI$EL !!.0

    EJE "3 A#- $ " ".!5 $.50 9.$5

    !!.0

    &$

    C " " "."0 3.09 3.0

    EJE " A#- $ " $.$0 $.50 "".00

    C " " "."0 3.09 3.0

    EJE "5 A#- $ " $.$0 $.50 "".00

    C " " "."0 3.09 3.0

    EJE "' A#- $ " $.05 $.50 "0.$5

    C " " "."0 3.09 3.0

    EJE "% A#- $ " ".%0 $.50 !.50

    C " " "."0 3.09 3.0

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    EJE "! A " " ".35 $.50 3.3!

    - " " ".50 $.50 3.%5

    C " " "."0 3.09 3.0

    EJE "! A " " ".35 $.50 3.3!

    - " " ".50 $.50 3.%5

    C " " "."0 3.09 3.0

    TOTAL BLOQUE C 1#1.54 "2

    BLOQUE D ##.0! "2

    PRIMER NI$EL ".3!

    EJE $0 A#- $ " ".%0 $.50 !.50

    ".3!

    &$

    C " " "."0 $.50 $.%5

    EJE $" A#- $ " ".!5 $.50 9.$5

    C " " "."0 $.50 $.%5

    EJE $$ A " " ".%5 $.50 .3!

    - " " $.50 $.50 '.$5

    EJE $3 A#- $ " ".50 $.50 %.50

    SEGUNDO NI$EL 35.%"

    EJE $0 A#- $ " ".%0 $.$5 %.'5

    35.%"

    &$

    C " " "."0 3.09 3.0

    EJE $" A#- $ " $.$0 $.$5 9.90

    C " " "."0 3.09 3.0

    EJE $$ A#- " " $.05 $.$5 .'"

    EJE $3 A#- $ " ".50 $.$5 '.%5

    TOTAL BLOQUE D ##.0! "2

    BLOQUE E 12!.25 "2

    PRIMER NI$EL '3.00EJE " A " " "."0 $.50 $.%5

    '3.00

    &$

    -#C $ " ".%0 $.50 !.50

    EJE $ A " " "."0 $.50 $.%5

    -#C $ " $.$0 $.50 "".00

    EJE 3 A " " "."0 $.50 $.%5

    -#C $ " $.$0 $.50 "".00

    EJE A " " "."0 $.50 $.%5

    -#C $ " $.05 $.50 "0.$5

    EJE 5 A " " "."0 $.50 $.%5

    -#C $ " ".%0 $.50 !.50

    SEGUNDO NI$EL ''.$5

    EJE " A " " "."0 3.09 3.0

    ''.$5

    &$

    -#C $ " ".%0 $.50 !.50

    EJE $ A " " "."0 3.09 3.0

    -#C $ " $.$0 $.50 "".00

    EJE 3 A " " "."0 3.09 3.0

    -#C $ " $.$0 $.50 "".00

    EJE A " " "."0 3.09 3.0

    -#C $ " $.05 $.50 "0.$5

    EJE 5 A " " "."0 3.09 3.0

    -#C $ " ".%0 $.50 !.50

    TOTAL BLOQUE E 12!.25 "2

    02.13.01.0( PINTURA LATE) MATE EN $IGAS (.3# "2

    BLOQUE A 1#.#5 "2

    PRIMER NI$EL ''.3%

    VP#"0" " " 5.%0 ".05 5.99

    ''.3%

    &$

    " " ".50 0.!5 ".$!

    VP#"0$ " " 5.%0 0.!5 .!5

    " " ".50 0.!5 ".$!

    VP#"03 " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#"0 " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#"05 " " 5.%0 ".05 5.99

    " " ".50 0.!5 ".$!

    VS#"0" " 3.%5 0.!5 "$.%5

    VS#"0$ " " 3.%5 0.!5 3."9

    3 " 3.%5 0.'5 %.3"

    VS#"03 3 " .$5 0.!5 "0.!

    SEGUNDO NI$EL "$".3!

    VP#$0" " " 5.%0 ".$5 %."3

    "$".3!

    &$

    " " ".5! ".05 ".''

    VP#$0$ " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.VP#$03 " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$0 " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$05 " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VS#$0" " 3.%5 ".05 "5.%5

    VS#$0$ " 3.%5 ".05 "5.%5

    VS#$03 " .$5 ".05 "%.!5

    V4* &*)+ " .$5 ".55 $'.35

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    TOTAL BLOQUE A 1#.#5 "2

    BLOQUE B 1!0.30 "2

    PRIMER NI$EL '!.9$

    VP#"0! " " 5.%0 ".05 5.99

    '!.9$

    &$

    " " ".50 0.!5 ".$!VP#"09 " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#""0 " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#""" " " 5.%0 0.!5 .!5

    " " ".50 0.!5 ".$!

    VP#""$ " " 5.%0 ".05 5.99

    " " ".50 ".05 ".5!

    VS#"0" " 3.%5 0.!5 "$.%5

    VS#"0$ 3 " 3.%5 0.!5 9.5'

    " " 3.%5 0.!5 3."9

    VS#"03 3 " .$5 0.!5 "0.!

    SEGUNDO NI$EL "$".3!

    VP#$0! " " 5.%0 ".$5 %."3

    "$".3!

    &$

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$09 " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$"0 " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$"" " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''" " 0.$ ".05 0.

    VP#$"$ " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    VS#$0" " 3.%5 ".05 "5.%5

    VS#$0$ " 3.%5 ".05 "5.%5

    VS#$03 " .$5 ".05 "%.!5

    V4* &*)+ " .$5 ".55 $'.35

    TOTAL BLOQUE B 1!0.30 "2

    BLOQUE C 1#.5 "2

    PRIMER NI$EL '9.0$

    VP#""3 " " 5.%0 ".05 5.99

    '9.0$

    &$

    " " ".50 0.!5 ".$!

    VP#"" " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#""5 " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#""' " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#""% " " 5.%0 ".05 5.99

    " " ".50 0.!5 ".$!

    VS#"0" $ " 3.%5 0.!5 '.3!

    $ " 3.5 0.!5 5.!%

    VS#"0$ $ " 3.%5 0.!5 '.3!$ " 3.5 0.'5 .9

    VS#"03 $ " 3.95 0.!5 '.%$

    $ " .$5 0.!5 %.$3

    SEGUNDO NI$EL ""!.5'

    VP#$"3 " " 5.%0 ".$5 %."3

    ""!.5'

    &$

    " " ".5! ".05 ".''

    VP#$" " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$"5 " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$"' " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$"% " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VS#$0" $ " 3.%5 ".05 %.!!

    $ " 3.5 ".05 %.$5

    VS#$0$ $ " 3.%5 ".05 %.!!

    $ " 3.5 ".05 %.$5

    VS#$03 $ " 3.95 ".05 !.30

    $ " .$5 ".05 !.93V4* &*)+ $ " 3.95 ".55 "$.$5

    $ " .$5 ".55 "3."!

    TOTAL BLOQUE C 1#.5 "2

    BLOQUE D 14#.## "2

    PRIMER NI$EL 5$.3$

    VP#"$0 " " 5.%0 ".05 5.99 &$

    " " ".50 0.!5 ".$!

    VP#"$" " " 5.%0 0.!5 .!5

    " " ".50 0.'5 0.9!

    VP#"$$ " " 5.%0 0.!5 .!5

    " " ".50 0.!5 ".$!

    VP#"$3 " " 5.5 ".05 5.!$

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    " " ".5$ ".05 ".'0

    5$.3$VS#"0" " " .3' 0.!5 3.%"

    " " 3.9 0.!5 3.35

    " " 3.9" 0.!5 3.3$

    VS#"0$ " " .3' 0.'5 $.!3

    " " 3.9 0.'5 $.5'" " 3.3 0.!5 $.9$

    VS#"03 " " .!' 0.!5 ."3

    " " . 0.'5 $.!9

    SEGUNDO NI$EL 95.5

    VP#$$0 " " 5.%0 ".$5 %."3

    95.5

    &$

    " " ".5! ".05 ".''

    VP#$$" " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$$$ " " 5.%0 ".$5 %."3

    " " ".5! ".05 ".''

    " " 0.$ ".05 0.

    VP#$$3 " " 5.5 ".$5 '.93

    " " ".'0 ".05 ".'!

    " " 0.$ ".05 0.

    VS#$0" " " .3' ".05 .5!

    " " 3.9 ".05 ."

    " " 3.9" ".05 .""

    VS#$0$ " " .3' ".05 .5!

    " " 3.9 ".05 ."

    " " 3.3 ".05 3.'0

    VS#$03 " " .!' ".05 5."0

    " " . ".05 .''

    " " 3.!0 ".05 3.99V4* &*)+ " " .!' ".55 %.53

    " " . ".55 '.!!

    " " 3.%! ".55 5.!'

    TOTAL BLOQUE D 14#.## "2

    BLOQUE E 1#2.!# "2

    PRIMER NI$EL %$.5"

    VP#"$ " " ".50 0.!5 ".$!

    %$.5"

    &$

    VP#"$5 " " ".50 0.'5 0.9!

    " " 5.%0 ".05 5.99

    VP#"$' " " ".50 0.'5 0.9!

    " " 5.%0 0.!5 .!5

    VP#"$% " " ".50 0.'5 0.9!

    " " 5.%0 0.!5 .!5

    VP#"$! " " ".50 0.'5 0.9!

    " " 5.%0 0.!5 .!5

    VP#"$9 " " ".50 0.!5 ".$!

    " " 5.%0 ".05 5.99

    VS#"0 " " ".55 0.!5 ".3$

    $ " 3.95 0.!5 '.%$

    $ " .$5 0.!5 %.$3

    VS#"05 " " ".55 0.!5 ".3$

    $ " 3.5 0.!5 5.!%

    $ " 3.%5 0.'5 .!!VS#"0' $ " 3.5 0.!5 5.!%

    $ " 3.%5 0.!5 '.3!

    SEGUNDO NI$EL "00.'

    VP#$$ " " ".5! ".05 ".''

    "00.'

    &$

    VP#$$5 " " 0.$ ".05 0.

    " " ".5! ".05 ".''

    " " 5.%0 ".$5 %."3

    VP#$$' " " 0.$ ".05 0.

    " " ".5! ".05 ".''

    " " 5.%0 ".$5 %."3

    VP#$$% " " 0.$ ".05 0.

    " " ".5! ".05 ".''

    " " 5.%0 ".$5 %."3

    VP#$$! " " 0.$ ".05 0.

    " " ".5! ".05 ".''

    " " 5.%0 ".$5 %."3

    VP#$$9 " " ".5! ".05 ".''

    " " 5.%0 ".$5 %."3

    VS#$0 " " ".55 ".05 ".'3

    $ " 3.95 ".05 !.30

    $ " .$5 ".05 !.93

    VS#$05 " " ".55 ".05 ".'3

    $ " 3.5 ".05 %.$5

    $ " 3.%5 ".05 %.!!VS#$0' $ " 3.5 ".05 %.$5

    $ " 3.%5 ".05 %.!!

    V4* &*)+ " " ".55 ".55 $.0

    TOTAL BLOQUE E 1#2.!# "2

    02.13.01.0# PINTURA LATE) MATE EN DERRAMES #44.00 ML

    BLOQUE A 1#(.00 "+P#0" " ".00 $.50 "!.00

    "%'.00

    &

    V#0" "0 " 3.%5 ".0 "03.00

    V#03 " $.%5 ".0 33.$0

    V#"" $ " .05 ".0 $".!0TOTAL BLOQUE A 1#(.00 "+

  • 7/24/2019 06.02. Metrados Modificados de Arquitectura 50090 Anta.xlsx

    35/35

    BLOQUE B 1#(.00 "+

    P#0" " ".00 $.50 "!.00

    "%'.00

    &

    V#0" "0 " 3.%5 ".0 "03.00

    V#03 " $.%5 ".0 33.$0

    V#"" $ " .05 ".0 $".!0

    TOTAL BLOQUE B 1#(.00 "+

    BLOQUE C 133.( "+

    P#0" 5 " ".00 $.50 $$.50

    "33.!'

    &

    V#0$ 3 " 3.5 0.'0 $.30

    V#0 ' " 3.%5 0.'0 5$.$0

    V#05 " " $.5 0.'0 '."0

    V#0' $ " $.%5 0.'0 "3.0

    V#0% $ " 3.$ 0.'0 "5.3'

    TOTAL BLOQUE C 133.( "+

    BLOQUE D 123.44 "+

    P#0" ' " ".00 $.$5 $5.50

    "$3.

    &

    P#0$ 3 " 0.!0 $.$5 "!.30

    V#0! $ " 3."0 ".0 "!.00

    V#09 3 " 3.9 0.'0 $%.$

    V#"0 " " 3.3' 0.'0 %.9$

    V#"$ $ " ".%0 0.'0 9.$0

    V#"3 " " 3.9 ".0 "0.'!

    V#" 3 " 0.50 0.'0 '.'0

    TOTAL BLOQUE D 123.44 "+

    BLOQUE E 134.#0 "+

    P#0" 5 " ".00 $.50 $$.50

    "3.%0

    &

    V#0$ 5 " 3.5 0.'0 0.50

    V#0 ' " 3.%5 0.'0 5$.$0V#05 " " $.5 0.'0 '."0

    V#0' $ " $.%5 0.'0 "3.0

    TOTAL BLOQUE E 134.#0 "+

    02.13.01.0 PINTURA EN PERIL LATERAL DE ALEROS Y COBERTURA PLANA 4(.#0 M2

    BLOQUE A 10.!0 "2NI$EL COBERTURA "0.90EJE A T)*&+ "#% " " $".!0 0.50 "0.90

    "0.90

    TOTAL BLOQUE A 10.!0 "2

    BLOQUE B !.04 "2NI$EL COBERTURA 9.0EJE A T)*&+ !#"$ " " "!.0! 0.50 9.0

    9.0

    TOTAL BLOQUE B !.04 "2

    BLOQUE C 10.5 "2NI$EL COBERTURA "0.5!EJE A ()*&+ "3#"9 " " $"."5 0.50 "0.5!

    "0.5!

    TOTAL BLOQUE C 10.5 "2

    BLOQUE D #.3( "2NI$EL COBERTURA %.3'

    EJE A ()*&+ $0#$3 " " ".%" 0.50 %.3' %.3'

    TOTAL BLOQUE D #.3( "2

    BLOQUE E .3 "2NI$EL COBERTURA !.!3EJE C ()*&+ "#5 " " "%.'5 0.50 !.!3

    !.!3

    TOTAL BLOQUE E .3 "2