cisterna raysa 2500gls

7/26/2019 Cisterna Raysa 2500gls

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Programa SEEC - KfW

Page 1

PRECIOS BASE DE LOS MATERIALES DE CONSTRUCCIONdel presupuesto en ejecucion los peralejos

ACEROS CANT P.U. UNID

Acero 1/4" 1.00 800.00 qq

Acero 3/8" G-40 1.00 2!!!"!! qqAcero 1/2" G-40 1.00 2!!!"!! qqAcero 3/4" G-40 1.00 22#$"%& qqAcero 1" G-40 1.00 22#$"%& qqMaa eec!ro o#a#a 1$ % 1$ 1.00 %2'"!! M2

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Maa c)co*)ca ++ ca)&re , 1.00 33$.00 oo

Maa aam&re #ce 1.00 $$.00 #a

orm)go* *#!r)a 1.00 $33$.00 m3

A)RE)ADOStosca (!("!!Are*a #e Pa5e!e 6A7 9 2: ;e


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Ca=o Corr)e*!e 1.00 ('"!! &Ca=o #e Acero 1.00 '!"!! &

Aam&re #e PFa Ca '14 1.00 $,1.0 roo #e

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&o #e 1 1/2++ % 20++ EM 1.00 4$.$ #

&o ?L #e 1 1/2++ 1.00 40.00 #

&o #e 2++ % 20++ P.B.C. S;-2 1.00 310.88 #

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A)a#or ce=) 1.00 3$.8 #

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Page 4

)&e ()*H 3.0Am


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&era PBC 3" S;- 2 1.00 8$0.00 #

&era PBC 4" S;- 2 1.00 3$.32 #

&o P.B.C. " S;-2 1.00 1$,,.24 #

&era PBC 1/2" SC@- 40 1.00 ,$.00 #

&era PBC 3/4" SC@- 40 1.00 22$.00 #

&era PBC 1" SC@- 40 1.00 203.$ #

&era PBC 1 1/2" SC@- 40 1.00 $$$.00 #&era #re*a>e a*)!ar)o e a*)!ar)o e a*)!ar)o e 1.00 $,.3 #

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Programa SEEC - KfW

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;e Moa)co Agao #e Bar)o Coore 2$ % 2$ 1.00 .$0 #

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CERAMICAS

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Programa SEEC - KfW

Page 8

&o 1++ acero *egro 1.00 880.00 #

&o 1 1/2++ acero *egro 1.00 23$0.00 #

&o 2++ acero *egro 1.00 1,00.00 #

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oa 4+ % 8+ % 1/8++ 1.00 44$.00 #

oa 4+ % 8+ % 3/1++ 1.00 $2.00 #

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Pa*cea 4++ % 3/1++ 1.00 300.00 #

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Page 1$

co#o1/2" PBC 1.00 $3. #

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Page 1

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Programa SEEC - KfW

Page 1

E F G H I J K

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Programa SEEC - KfW

Page 18

110m

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Programa SEEC - KfW

Page 1,

MANO DE OBRA CANT

MOVIMIENTOS DE TIERRAS

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Page 20

(e*a#o #e @eco 1.00

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Programa SEEC - KfW

Page 21

Ma*o #e o&ra #e P)*!ra6#o ma*o 1.00

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Programa SEEC - KfW

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%!%& M"O" E5CA0ACIONES

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%!22 M"O" PLOMERIA3MONTAR BA6ERAS - DUC1AS4

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Page 2$

1 )!ra*!e !&o #e ++ 00.00

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Programa SEEC - KfW

Page 2

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P"U" UNID

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Page 33

# 1.00

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Page 34

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ORDEN PARTIDAS P" U"

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2+"84 DINTELES 3 !"2! @ !"2! 4 1881.$$2&"84 LOSAS PLANAS AULAS 3 H!"%(9 4 P%"&&F9( 10242.2,2&"84 LOSAS INCLINADAS AULAS 3 H!"%29 4 P%"$'F9( ,8$4.022&"84 LOSAS PLANAS PREESCOLAR 3 H!"%(9 4 P%"+&F9( 10332.,12&"84 LOSAS INCLINADAS PREESCOLAR 3 H!"%29 4 P%"'&FF9( ,31.2$2&"84 0UELOS PLANOS 1333.32&"84 0UELOS TEC1OS INCLINADOS 10,8.32

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H"84I9per9ea:iliantes SHer?i9 illia9s ,.1,

(("84 TEC1O ALU.INC CON TI/ERILLAS METALICAS3Anulares4 114$.33

(#"84 TEC1O ALU.INC SFBA/ANTE PERILES 2 @ # > CORREAS % @ 2 10$.32('"84 TEC1O ALU.INC SOBRE TI/ERILLAS MADERA 101.0$($"84 TEC1O .INC SOBRE TI/ERILLAS MADERA 840.$4(+"84 TEC1O .INC CON TI/ERILLAS ACERO DE CONST" 88.12(&"84 .INC SOLO CUBIERTA 32$.2

(*"84 TERMINACION DE PISOS a"84)ranitos do" )ris !"(! @ !"(! ,2$.13

:"84.Gcalos )ranitos do" )ris !"!+ @ !"(! 18.,

c"84Acera rotada > 0iolinada 42.

c"84Acera rotada > 0iolinada3ar9ada (F& Q !"(!A"D"4 30.,d"84Piso 1"S" rotado > Pulido 3$2.$

l"84Bordillos Acera 3Una linea4 sin paKete $3.1

9"84Bordillos Acera 3Una linea4 con paKete ,1.11

n"84Bordillos Acera 3Dos Lineas4 sin paKete 100.13

K"84Bordillos Acera 3Dos Lineas4 con paKete 1104.21

o"84Bordillos Acera 3Tres Lineas4 sin paKete 1003.0

p"84Bordillos Acera 3Tres Lineas4 con paKete 10,.$,

"84Bordillos Acera 3Cuatro Lineas4 sin paKete 11,3.

r"84Bordillos Acera 3Cuatro Lineas4 con paKete 130.$,

s"84Bordillos Acera 3Cinco Lineas4 sin paKete 1383.83

t"84Bordillos Acera 3Cinco Lineas4 con paKete 1$3$.1

(*"84 TERMINACION DE PAREDES#!"84 CERAMICA DE PARED 3 !"%' @ !"2! 4 > 3 !"2! @ !"2! 4 $0.0#%"84 CERAMICA DE PARED ALTO TRANSITO 3 !"2! @ !"2! 4 42.$

#2"84 TERMINACION ELECTRICA


38/280

Page 38


a"84Salidas cenitales co9pleta P0C 48.3,

%"84Sin ala9:rar 18.4,

2"84Solo ala9:re > accesorios 2,0.,0

a"84Salidas cenitales co9pleta EMT 1348.3,

%"84Sin ala9:rar 802.4,

2"84Solo ala9:re > accesorios $4$.,0

:"84Salidas L9paras lourescentes 1,3,.3,

%"84Sin ala9:rar 3$.4,2"84Solo ala9:re > accesorios 1$81.,0

c"84Bo9:illos %!!?atts 18.00

d"84Interruptor sencillo P0C 4$,.3


2"84Solo ala9:re > accesorios 21.88

d"84Interruptor sencillo EMT 8,.3



e"84Interruptor do:le P0C $2.2

%"84Sin ala9:rar 18.4,2"84Solo ala9:re > accesorios 34.

e"84Interruptor do:le EMT 8,2.2


2"84Solo ala9:re > accesorios 41,.

="84Interruptor triple P0C $28.8$



="84Interruptor triple EMT 8$8.8$


2"84Solo ala9:re > accesorios 38.3="84Interruptor tHree ?a> P0C $28.8$



="84Interruptor tHree ?a> EMT 8$8.8$


2"84Solo ala9:re > accesorios V

"84To9acorriente do:le %%!0olt P0C $2.2


2"84Solo ala9:re > accesorios 34.

"84To9acorriente do:le %%!0olt EMT ,0.4


2"84Solo ala9:re > accesorios 318.1$

"84Salida Pulsador de Ti9:re 440.4,


2"84Solo ala9:re > accesorios 2$3.00

"84Ti9:re Tipo CHicHarra 20.4,



39/280

Page 3,


2"84Solo ala9:re > accesorios $33.00

H"84Panel Distri:ucion 2 Circuitos 8$4.$4

%"84Sin ala9:rar $32.2,

2"84Solo ala9:re > accesorios $1,.4

i"84Panel Distri:ucion 2 8 # Circuitos 148.1,

%"84Sin ala9:rar ,2.40

2"84Solo ala9:re > accesorios 102.,1

j"84Panel Distri:ucion # 8 & Circuitos 323.1%"84Sin ala9:rar 1,.18

2"84Solo ala9:re > accesorios 204,.02

J"84Panel Distri:ucion $ 8 %2 Circuitos 48$.1

%"84Sin ala9:rar 2,3.82

2"84Solo ala9:re > accesorios 303.,4

l"84Panel Distri:ucion & 8 %$ Circuitos 101.04

%"84Sin ala9:rar 3430.13

2"84Solo ala9:re > accesorios 408.8$

9"84Panel Distri:ucion %2 8 2# Circuitos 8,1.0

%"84Sin ala9:rar 4,20.,,2"84Solo ala9:re > accesorios 108.

n"84Ali9entaciGn Soterrada 2 %2 > % %! $8.$2

%"84Sin ala9:rar 4.1


n"84Ali9entaciGn Soterrada 2 %! > % %2 0.$8

%"84Sin ala9:rar 4.$4

2"84Solo ala9:re > accesorios 12.8,

n"84Ali9entaciGn Soterrada 2 & > % %! 8.2$

%"84Sin ala9:rar 4.,3

2"84Solo ala9:re > accesorios 1,.1K"84Ali9entaciGn Soterrada 2 $ > % & 8.

%"84Sin ala9:rar 48.01

2"84Solo ala9:re > accesorios 1,.$1

o"84Pedestal Electrico 1"A" 1311.02

p"84Pedestal Electrico ,.3

"84Reistro Metlico # @ # ' @ ' $ @ $ etc" 1$.00

r"84Reistro Electrico !"#! @ !"#! 3$.34

#("84 INSTALACIONES SANITARIAS a"84Inodoros :lancos 43.1,

:"84La;a9anos Porcelana %+ @ %*3:lanco4 2,1$.$

c"84La;a9anos O;alado i:ra :lanco 248,.$

d"84La;a9anos 8 0ertedero 3,03.8

d"84La;a9anosde Bloue # 3,03.8

e"84Orinales %F2 =alda

="84Orinales peueKos3sencillos4 404.,$

"84readero Aceros Ino@ida:le 3sencillo4 42$,.3


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H"84Meseta La;a9anos 2204.02

i"84Meseta Desa>unador 2821.8$

j840ertederos > DucHas3Re;estido cer9ica4 248,.32

J"84Desaue de piso 2 404.$

l"840entilaciGn de ( 4,.02

9"84/a:onera 340.00

n"84Papelera 101.00

K"84Barra de Cortina 1$.00o"84Tra9pa de rasas 834.43

p"84C9ara de InspecciGn 2438.48

"84Sptico sencillo 482.,1

r"84Sptico do:le 4$13.0

s"84Cisterna 2!!!"!!ls 11,84.00

t"84Cisterna #!!!"!!ls 1$832.30

u"84Cisterna &!!!"!!ls 20$$$.0

;"84iltrante con euipo > tu:os Hierro nero $10.00

?"84iltrante Lleno con canto rodado 1$0.11

@"84Tu:er Pieas 128.,0>"84Ali9entaciGn Tu:os P"0"C" %F2 10,.,4

>"84Ali9entaciGn Tu:os P"0"C" (F# 144.10

>"84Ali9entaciGn Tu:os P"0"C" % 140.40

"84Arrastre Tu:os P"0"C" # 44$.34

"84Lla;e de jardin %F2 144,.8,

La;apailas 238.4

Barra 9et" en :aKo discapacitados8pro=esores 2,8.3

Salida de as 8$0.00

##"84 PUETAS

a"84Puerta Metlica 3128.23a"84Puerta Metlica En Closet $,.$,

:"84Puerta Apanelada de Pino 18.,2

c"84Puerta Apanelada de Pino > Pl>?ood 14$$.1

d"84PortGn Metlico tu:os > Malla CiclGnica $343.02

e"84Puerta de ProtecciGn Barra Cuadrada 'F& 21$,.40

e"84ProtecciGn Barra Cuadrada 'F& 1844.12

="84Ajustar puerta pino e@istente 2$0.00

a"84Puerta P0C $28,.0

Tra9os Metalicos 1,$$.,8

Baranda > Pasa9anos Tu:os % %F2 1N 82.1

#'"84 0ENTANASa"84Celos


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a"84Acr ALAMBRE PUAS 338.0

c"84Asta de Bandera 124$.4$d"84Asta de Bandera3Sencilla4 10$83.21

e"84Letrero de O:ra 148.20

e"84Letrero de O:ra3CotiaciGn Re> Pu:licidad4 ,000.00

="84Tarja para Escuela 8000.00

="84Tarja para Escuela3su9inistrada por =4 1200.00

"84Siste9a de Tinacos '!!"!!ls3Dos tinacos 2'!"!!ls cFu4 22.8H"84)rietas Super=iciales 322.28i"84)rietas Estructrurales ,1.10

j"84Ta:lero i:er8)lass con su Canasto 3$00.00J"84Poste de 1or9iGn (' $00.00

l"84Trans=" %' J;a +"2J;F%2!;F2#!; cFaccesorios 1$00.009"84Trans=" 2' J;a +"2J;F%2!;F2#!;cFaccesorios 18000.00n"84Des9antelar RancHeta 3$.00K"840erja de Preescolar 23.43o"84Montar Lla;in $%!8#!3-ale G si9ilar4 11$0.00p"84Montar Cerradura3estlocJ G si9ilar4 13$0.00"84ColocaciGn cu:ierta de inc 302.03r"84Destape descara de :aKos 2$00.00s"84Pla=ond CartGn 9ineral3Instalado4 481.08t"84Panderetas pino > pl>?ood3Instalado4 123.u"84Trata9iento de co9ejen 3InstalaciGn nue;a4 1.00;"84Trata9iento de co9ejen 3InstalaciGn e@istente4 22.00

?"84Escalones de 1"S" =rotado 88.$2@"84Canal encacHado 1033.0@"84Canal encacHado $$8.41>"84Des9antelar descara de :aKos ,00.00"84Des9antelar ca:allete 12.00a"a"84Ca:allete 2% @ & 0.00a":"84Ca:allete 2# @ & 3.28a"c"84Canaleta 0.00


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ORDEN PARTIDAS P" U"a"d"84Screnes 0.00a"e"84EscalGn ranito =ondo ris 400.00a"="84Meseta o descanso ranito =do ris 28$.00a""84.Gcalo recto ranito =do ris ,$.00a"H"84.Gcalo inclinado ranito =do ris ,$.00a"i"84Baranda > pasa9anos ,$.00a"j"84Caseta de dos tanues de as 112$.$$Piarrones 2310.00

Ta:lero NBA #& con 9alla aro sprin cod" A%2* $0.00


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UNID

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Page 44

UNID

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Page 48

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UNID


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A*J)) co!o

Page $1

Analisis de Costo

DescripciGn Cant" UD P"U" 0alor

PRELIMINARES

CASETA3En pino > pl>?ood4Para ("@ (3Area*924E%ca=ac)N* 0.1 m3 22$.00 38.2$

?o!e ma!er)ae 0.14 m3 2$0.00 3$.00

@orm)gN* 13$ 0.08 m3 32$8.00 20.4

Ma#era a*!e 64 o 80.00


52/280

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Ca=o acero61.00m 0.2$ ca=o 2.$ & $0.00 13.$0

Ca #e 30.00 & 61.00m2 0.001#a 0.2$ f#a 32$.00 81.2$

@)o o* 1.00 # 140.00 140.00

c*)co ca)f)ca#o 0.$0 #)a $00.00 2$0.00

Mae!ro 0.$0 #)a 00.00 300.00

A#a*!e *o ca)f)ca#o 1.00 #)a 4$0.00 4$0.00

Baor 2&'&"+'Baor/M #!"Baor/M2 %%"##

CORTE CAPA 0E)ETAL 3con euipo4I&rero 1.00 #)a 300.00 300.00

e*#)m)e*!o 8.0 m3/#)a

Costo 9( (+"2#

CORTE CAPA 0E)ETAL3a 9ano4I&rero 1.00 #)a $0.00 $0.00

e*#)m)e*!o 4.41 m3/#)a

Costo 9( %#+"(*

E5CA0ACION TIERRA A MANO CostoF9()erra 1.00 #)a 328.00 328.00

e*#)m)e*!o 1.10 m3/#)a 2$0.00

Co!o 2*&"%&E5CA0ACION TOSCA MANO CostoF9(oca 1.00 m3 1$0.00 1$0.00

e*#)m)e*!o 0.,$ m3/#)a

Co!o %'+"&*E5CA0ACION TOSCA8ROCA MANO CostoF9(oca 0.30 m3 1$0.00 4$.00

oca 0.0 m3 400.00 280.00

e*#)m)e*!o

Co!o (2'"!!

E5CA0ACION ROCA MANO CostoF9(oca 1.00 m3 4$0.00 4$0.00

e*#)m)e*!o

Co!o #'!"!!RELLENO DE REPOSICION 3 Manual 4)=eac. A ma*o 6 E*!ra#a rega#o *)=ea#o mo>a#o 1.30 m3 2.$ 3.$8

Ma*o #e ree*o #e re


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MORTERO % ( para Colocar BlouesAre*a Grea 1.0$ m3 1200.00 120.00

Ceme*!o Gr) 11.40 f#a 2$.00 3021.00

Aga $0.00 g 2.$0 12$.00

9( ##!$"!!MORTERO % # para PaKete

Are*a #e em


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Ceme*!o gr) .$0 f#a 2$.00 122.$0

Aga $$.00 g 2.$0 13.$0

9( (2'&"!!1ORMI)ON %2# %&!JF9(

Are*a Grea (a=a#a 0.44 m3 1200.00 $28.00

Gra=a !r)!ra#a 0.88 m3 ,00.00 ,2.00

Ceme*!o gr) 8.23 f#a 2$.00 2180.,$

Aga $$.00 g 2.$0 13.$0

9( ($(&"#'1ORMI)ON %%2 2%!JF9(

Are*a Grea (a=a#a 0.$0 m3 1200.00 00.00

Gra=a !r)!ra#a 0.0 m3 ,00.00 30.00

Ceme*!o gr) 8.,4 f#a 2$.00 23,.10

Aga $2.00 g 2.$0 130.00

9( (+2*"%!

@orm)go* 210 Hg/m2 *#!r)a 1.0$ m3 48$0.00 $0,2.$0

1ORMI)ON ARMADO EN

.APATA MUROS DE & 1!"2'9t eje A B > CAcero X 3/8" 0., qq 2000.00 1380.00

Aam&re *Y 18 1.38 & 38.00 $2.44

M. I. Acero . M( ,0.00 00.30

()ga#o =ac)a#o #e orm)gN* 1.10 m3 ,$0.00 104$.00

@orm)gN* 210Hg/cm2 1.10 m3 32,.10 4102.01

9( +%+*"+'.APATA MUROS DE & 1!"2'9t eje % > %2

Acero X 3/8" 0.8 qq 2000.00 130.00

Aam&re *Y 18 1.3 & 38.00 $1.8

M. I. Acero $.00 m ,0.00 4$0.00

()ga#o =ac)a#o #e orm)gN* 1.10 m3 ,$0.00 104$.00

@orm)gN* 210Hg/cm2 1.10 m3 32,.10 4102.01

9( +!!&"$*

.APATA MUROS DE $ para Bordillos Malla CiclGnica 1!"2!9tAcero X 3/8" 0.$4 qq 2000.00 1080.00

Aam&re *Y 18 1.08 & 38.00 41.04

M. I. Acero 12.$0 m 0.00 $0.00

()ga#o =ac)a#o #e orm)gN* 1.0$ m3 ,$0.00 ,,.$0

@orm)gN* 13$ 140 Hg/cm2 1.0$ m3 32$8.00 3420.,0

9( $2&*"##APAA MUIS ;E ++ PAA BEOAS @.2$

Acero X 3/8" 0.0 qq 2!!!"!! %2!!"!!Aam&re *Y 18 1.08 & (&"!! #%"!#M. I. Acero 8.8, m *!"!! &!!"%!()ga#o =ac)a#o #e orm)gN* 1.0$ m3 *'!"!! **+"'!@orm)gN* 112 210 Hg/cm2 1.0$ m3 (+2*"%! (*%'"'$

$*'#"2!

.APATA MUROS DE $ de panderetaAcero X 3/8" 0.88 qq 2000.00 10.00

Aam&re *Y 18 1. & 38.00 .88

A B C D E

156

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M. I. Acero ,.00 M( ,0.00 810.00

()ga#o =ac)a#o #e orm)gN* 1.0$ m3 ,$0.00 ,,.$0

@orm)gN* 180 Hg/cm2 1.0$ m3 32,.10 3,1$.$

9( +'#*"*#.APATA MURO DE CONTENCION 3'"!! @ !"&! @ !"2' 4

Acero X 3/8" 0.83 qq 2000.00 10.00

Acero X 1/2" 0.3 qq 2000.00 40.00

Aam&re Y 18 1. & 38.00 3.08

M. I. Acero 0.83 qq 22$.00 18.$

()ga#o Bac)a#o #e @orm)gN* 1.0$ m3 ,$0.00 ,,.$0

@orm)gN* 180 Hg. 1.00 m3 338.4$ 338.4$

o!a +2&'"+&Baor/m3 9( +2&'"+&

APAA CI(UMAS 080L 080 BEOAS

Acero X 1/2" 0.2 qq 2!!!"!! '2&"!!Aam&re Y 18 1.$0 & (&"!! '+"!!M. I. Acero 0.2 qq 22'"!! '*"#!()ga#o Bac)a#o #e @orm)gN* 0.21 m3 *'!"!! %**"'!@orm)gN* 210Hg. 0.21 m3 (+2*"%! +&("%%o!a %$2+"!%Baor/m3 9( ++#+"$+

.APATA COLUMNA 8%S 32( @ 2( 4 H!"#!Acero X 1/2" 3/8 3.$ qq 2000.00 120.00

Aam&re Y 18 .12 & 38.00 20.$

M. I. Acero 3.$ qq 23$.00 83.0

()ga#o Bac)a#o #e @orm)gN* 2.33 m3 ,$0.00 2213.$0

@orm)gN* 210Hg. 2.33 m3 32,.10 888.80

o!a %*%2*"#$Baor/m3 9( &2%!"!+

.APATA COLUMNAS .82 32"' 5 2"' 4 1!"#Acero X 3/4++ 4.10 qq 2000.00 8200.00

Aam&re Y 18 8.20 & 38.00 311.0

M. I. Acero 4.10 qq 22$.00 ,22.$0

()ga#o Bac)a#o #e @orm)gN* 2.$0 m3 ,$0.00 23$.00

@orm)gN* 210Hg 2.$0 m3 32,.10 ,322.$

o!a 2%%(%"&'Baor/m3 9( '2"+#

.APATA COLUMNAS .C% 3$"2 5 #"!'4 1 !#'Acero X 3/4++ 1/2++ 2.,4 qq 2000.00 $$880.00

Aam&re Y 18 $$.88 & 38.00 2123.44

M. I. Acero 2.,4 qq 22$.00 28.$0

()ga#o Bac)a#o #e @orm)gN* 11.2, m3 ,$0.00 102$.$0

@orm)gN* 180 Hg. 11.2, m3 338.4$ 4108.10

o!a %%$!*("'#Baor/m3 9( %!2&2"&$

APAA CI(UMA C2 64.0$ % 2.30 @ 0.4$

A B C D E

208

209

210

211

212

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214

215

216

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218

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221

222

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Acero #e 3/4 1/2 8.8 qq 2!!!"!! %++#!"!!Aam&re o 18 1.4 # (&"!! $+#"%2M I acero 8.8 qq 22'"!! %**'"+'()ga#o =ac)a#o #e orm)go* 4.1, m3 *'!"!! (*&!"'!@orm)go* 210 Hg 4.1, m3 (+2*"%! %'$2#"*(!o!a '!*2"!! #!!%'"(!=aor /m3 *''!"%*

APAA CI(UMA C3 62$ L310 @ 0.4$

acero 3/4++ 1/2++ 14.3$ qq 2!!!"!! 2&+!!"!!aam&re o 18 28.0 )& (&"!! %!*!"$!M I acero 14.3$ qq 22'"!! (22&"+')ga#o =ac)a#o #e orm)go* 8.2 m3 *'!"!! &2"!!@orm)go* 210 Hg 8.2 m3 (+2*"%! (2'%+"+'orm)go* 210 Hg )*#!r)a 8.2 m3 '!*2"!!!o!a +(&2%"%!=aor/m3 $'"+2

.APATA COLUMNA ESCALERA3 %"2! @ %"&! 4 %F2 a !"%29t A"D"Acero X 1/2++ 0.,4 qq 2000.00 1880.00

Aam&re Y 18 1.88 & 38.00 1.44

M. I. Acero 0.,4 qq 22$.00 211.$0

()ga#o Bac)a#o #e @orm)gN* 9 10: 0.84 m3 ,$0.00 ,8.00

@orm)gN* 180 Hg. 0.$ m3 338.4$ 234.,,

o!a '(2'"*(Baor/m3 9( &%*("+#

.APATA BORDILLO ACERAAcero X 3/8++ 0.$ qq 2000.00 1120.00

M. I. Acero 12.$0 m 0.00 $0.00@orm)gN* 13$ 6140 KG/CM2 1.00 m3 32$8.00 32$8.00

()ga#o Bac)a#o 1.00 m3 ,$0.00 ,$0.00

9( $!+&"!!0I)A 8 .APATA 3'"$'9l4

1.,8 qq 2000.00 3,0.00

2.32 qq 224.18 $211.14

Aam&re Y 18 8.0 & 38.00 32.80

M. I. Acero 4.30 qq 2$.00 1182.$0

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Baor/m3 9( %##(!"(+0I)A 8 .APATA 0,, 3("('9l4

1.$1 qq 2000.00 3020.00

Aam&re Y 18 3.02 & 38.00 114.

M. I. Acero 1.$1 qq 2$.00 41$.2$

()ga#o Bac)a#o #e @orm)gN* 0.,$ m3 ,$0.00 ,02.$0

@orm)gN* 180 Hg. 0.,0 m3 338.4$ 324.1

o!a ++2+"%2Baor/m3 9( &'&'"$*PLATEA (F& Q !%' >"(!9t A"D" > A"C"

18.3 qq 2000.00 340.00

Aam&re Y 18 8,.20 & 38.00 338,.0

M. I. Acero 18.3 qq 2$.00 $1$0.$

()ga#o Bac)a#o #e @orm)gN* - m3 ,$0.00 -

@orm)gN* 240 )*#!r)a 13.44 m3 0,0.00 8184,.0

o!a %2+*"*'Baor/m3 9( *'%2"$'

COLUMNA AMARRE CA 3 !"2!@ !"2! 4Acero X 3/8++ 0.13$ qq 2000.00 20.00

Acero 1/2 0.330 qq 2000.00 0.00

Aam&re Y 18 0.,3 & 38.00 3$.34

M. I. Acero 3.400 m ,0.00 30.00

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Acero X 1/2++ 1.0 qq 2000.00 3400.00

Aam&re Y 18 $.3 & 38.00 203.8

M. I. Acero 14.1$ m $$.00 8.2$

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@orm)go* 210 Hg *#!r)a 0.,8 m3 '!*2"!! #*$#"+!!o!a %+!2#"(!=aor/m3 %+#$!"&2

CI(UMA C-$ 6 ;E 1/2 ES 3/8 A 0.2 6 0.20 L 0.30

Acero X 1/2++ 0.8 qq 22#$"%& %*'#"%&Acero X 3/8++ 1.21 qq 2!!!"!! 2#2!"!!Aam&re o 18 4.1 )& (&"!! %'&"!&M I acero 2.08 qq 22'"!! #$&"!!Car C%&Acero X 3/8++ 0.4$1 qq 2000.00 ,02.00

Acero X 1/2++ 0.14$ qq 224.18 32$.0

Acero 3/4 0.4, qq 224.18 14$.

Aam&re Y 18 1.1, & 38.00 4$.22M. I. Acero 3.400 m 4$0.00 1$30.00

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Acero X 3/8++ 0.48 qq 2000.00 14,.00

Acero X 1/2++ 0.2 qq 224.18 130.3

Aam&re Y 18 2.,48 & 38.00 112.02

M. I. Acero 3.400 m 4$0.00 1$30.00

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@orm)gN* 210 Hg/cm2 1.0$ m3 32,.10 3,1$.$

o!a 2('%%"#*Baor/m3 9( 22(*%"*!

COLUMNAS PORTICOS C(3L4 3!"(! @ !"#!4 %2 (F# > Est (F&Q!"%!Para %"!!9( #"&+9l

Acero X 3/8" 4.34 qq 2000.00 880.00

Acero X 1/2" 0.4 qq 2000.00 ,40.00

Acero X 3/4" 3.3 qq 224.18 $4.1

Aam&re Y 18 1.34 & 38.00 20.,2

M. I. Acero 8.1 qq 22$.00 1838.2$

E*cofra#o #ee*cofra#o 4.8 m 2$0.00 121.$0


@orm)gN* 210 Hg/cm2 1.0$ m3 32,.10 3,1$.$

o!a 2'+'$"&*Baor/m3 9( 2#'(!"(+

COLUMNAS PORTICOS 3 !"#! @ !"#! 4 & %F2 V # (F# > Est (F&Q!"%! > !"2!Acero X 3/8" 2.4, qq 2000.00 4,80.00

Acero X 1/2" 1.41 qq 2000.00 2820.00

Acero X 3/4" 1.3 qq 224.18 31.2

Aam&re Y 18 11.0 & 38.00 420.28

M. I. Acero $.$3 qq 23$.00 12,,.$$

E*cofra#o #ee*cofra#o .2$ m 3$0.00 218.$0


@orm)gN* 210 Hg/cm2 1.00 m3 32,.10 32,.10

9( 2!!*'"2!

COLUMNAS PORTICOS 3 !"2' @ !"#! 4Acero X 3/8" 1.23 qq 2000.00 240.00

Acero X 1/2" 0.30 qq 2000.00 00.00

Acero X 3/4" 4.3$ qq 224.18 ,0.88

Aam&re Y 18 11. & 38.00 44.88

M. I. Acero $.88 qq $$.00 323.40

E*cofra#o #ee*cofra#o 10.00 m 4$0.00 4$00.00


@orm)gN* 210 Hg/cm2 1.0$ m3 32,.10 3,1$.$

9( 2(!%#"22COLUMNAS PORTICOS 3 !"2' @ !"(' 4 E@terioresPara %"!!9( %%"#(9l

Acero X 3/8" 1.08 qq 2000.00 210.00

Acero X 1/2" 0.$3 qq 2000.00 100.00

Acero X 3/4" 3., qq 224.18 8$13.02

Aam&re Y 18 10.80 & 38.00 410.40M. I. Acero $.40 qq $$.00 2,.00

E*cofra#o #ee*cofra#o 11.43 m 4$0.00 $143.$0


@orm)gN* 210 Hg/cm2 1.0$ m3 32,.10 3,1$.$

9( 22#*$"*&COLUMNAS PORTICOS 3 !"2' @ !"(' 4 InterioresPara %"!!9( %%"#(9l

Acero X 3/8" 1.4 qq 2000.00 2,40.00

A B C D E

519

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Acero X 1/2" 1.0 qq 2000.00 2120.00

Acero X 3/4" 3., qq 224.18 8$13.02

Aam&re Y 18 12.4 & 38.00 480.32

M. I. Acero .32 qq $$.00 34.0

E*cofra#o #ee*cofra#o 11.43 m 22'"!! 2$1.$()ga#o Bac)a#o #e @orm)gN* 1.0$ m3 ,$0.00 ,,.$0

@orm)gN* 210 Hg/cm2 1.0$ m3 32,.10 3,1$.$

9( 2%&&'"+'

PONDERADO COLUMNAS PORTICOS 3 !"2' @ !"(' 4 9( 22%*%"(+

COLUMNA RAMPA DE ESCALERA 3 !"(! @ !"(! 4 # (F#V # %F2 > Estri:o (F& a !"2!9tPara %"!!9( %%"%%9l

Acero X 3/8" 0.8$ qq 2000.00 100.00

Acero X 1/2" 1.13 qq 2000.00 220.00

Acero X 3/4" 2.$2 qq 224.18 $0.3

Aam&re Y 18 ,.00 & 38.00 342.00

M. I. Acero 4.$0 qq 23$.00 10$.$0

E*cofra#o #ee*cofra#o 11.11 m 4$0.00 4,,,.$0


@orm)gN* 210 Hg/cm2 1.00 m3 32,.10 32,.10

9( 2!+#'"*+0I)A DE ENRASE > 0I)A DE AMARRE3 !"%' @ !"2! 4

Acero X 3/8" 0.8, qq 2000.00 180.00

Aam&re Y18 1.8 & 38.00 .4

M. I. Acero 2$.00 m 0.00 1$00.00

E*cofra#o #ee*cofra#o 2$.00 m 4$0.00 112$0.00

()ga#o Bac)a#o 1.0$ m3 ,$0.00 ,,.$0

@orm)gN* 210Hg/cm2 1.0$ m3 32,.10 3,1$.$

9( %*'%!"+!BGA B-L 60.2$ L I.3$

Acero X 3/8" 0.8 qq 2!!!"!! %($!"!!Acero X 1/2" 1.10 qq 2!!!"!! 22!!"!!Aam&re Y18 3.$ )& (&"!! %('"2&M. I. Acero 1.8 qq 2('"!! #%&"(!E*cofra#o #ee*cofra#o 4.3 m ('!"!! %$2!"'!@orm)gN* 210Hg/cm2 *#!r)a 0.41 m3 '(('"!! 2%&+"('!o!a +*2%"#(=aor/m3 %*(2!"'$

BGA B2-L 60.2$ L 04$

Acero X 3/4++ 1.0$ qq 2!!!"!! 2%!!"!!Acero X 1/2++ 0.0 qq 2!!!"!! %#!"!!Acero X 3/8++ 0., qq 22#$"%& %++#"#&Aam&re Y18 3.82 )& (&"!! %#'"%$M. I. Acero 1.,1 qq 22'"!! #2*"+'E*cofra#o #ee*cofra#o 4.0 m ('!"!! %$%!"!!@orm)gN* 210Hg/cm2 *#!r)a 0.$2 m3 '(('"!! 2++#"2!!o!a &*+("'*=aor/m3 %+2'$"*%

BGA B3-L 60.2 L 0.4$

A B C D E

571

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Acero X 3/4++ 0.43 qq 22#$"%& *$'"&$Acero X 1/2++ 0.1, qq 2!!!"!! (&!"!!Acero X 3/8++ 0.$ qq 22#$"%& %2&!"(2Aam&re Y18 2.38 )& (&"!! *!"##M. I. Acero 1.1, qq 22'"!! 2$+"+'E*cofra#o #ee*cofra#o 3.8 m ('!"!! %2&&"!!@orm)gN* 210Hg/cm2 *#!r)a 0.2, m3 '(('"!! %'#+"%'!o!a '&%*"'2=aor/m3 2!!$+"(%

BGA B4 - L 60.2$ L 0.4$

Acero X 3/4++ 0.43 qq 2!!!"!! &$!"!!Acero X 1/2++ 0.41 qq 2!!!"!! &2!"!!Acero X 3/8++ 0.8 qq 2!!!"!! %($!"!!Aam&re Y18 3.04 )& (&"!! %%'"'2M. I. Acero 1.$2 qq 22'"!! (#2"!!E*cofra#o #ee*cofra#o 3.$$ m ('!"!! %2#2"'!@orm)gN* 210Hg/cm2 *#!r)a 0.40 m3 '(('"!! 2%(#"!!

!o!a $&+#"!2=aor/m3 %+%&'"!'

B)GA B $ -L 60.2$ L 0.4$

Acero X 3/4++ 0.4$ qq 22#$"%& %!%!"+&Acero X 1/2++ 0.33 qq 2!!!"!! $$!"!!Acero X 3/8++ 0.$ qq 2!!!"!! %(!!"!!Aam&re Y18 2.8 )& (&"!! %!&"$&M. I. Acero 1.43 qq 22'"!! (2%"+'E*cofra#o #ee*cofra#o 3.$0 m ('!"!! %22'"!!@orm)gN* 210Hg/cm2 *#!r)a 0.40 m3 '(('"!! 2%(#"!!!o!a $+$!"2%

=aor/m3 %$*!!"'(

BGA B- 60.2$ L 0.3$

Acero X 1/2++ 0.3$ qq 2!!!"!! +!!"!!Acero X 3/8++ 0.2, qq 2!!!"!! '&!"!!Aam&re Y18 1.28 )& (&"!! #&"$#M. I. Acero 0.4 qq 22'"!! %##"!!E*cofra#o #ee*cofra#o 2.43 m ('!"!! &'!"'!@orm)gN* 210Hg/cm2 *#!r)a 0.21 m3 '(('"!! %%2!"('!o!a (##("#*=aor/m3 %$(*+"'+

BGA B2- 60.30 L 0.4$ Acero X 3/4" 2.14 qq 22#$"%& #&!$"&(Acero X 3/8++ 1.1 qq 2!!!"!! 2(2!"!!Aam&re Y18 .0 )& 22'"!! %#&'"!!M. I. Acero 3.30 qq 22'"!! +#2"'!E*cofra#o #ee*cofra#o .8 m ('!"!! 2#!#"'!@orm)gN* 210Hg/cm2 *#!r)a 0.,3 m3 '(('"!! #*$%"''!o!a %$+2!"(&

A B C D E

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=aor/m3 %+*+&"*!

0I)A DE AMARRE !"2! 5 !"2'Acero X 3/8" 1.3, qq 2000.00 280.00Acero X 1/2" 1.,4 qq 2000.00 3880.00Aam&re Y18 . & 38.00 2$3.08

M. I. Acero 22.22 m ,0.00 1,,,.80E*cofra#o #ee*cofra#o 22.22 m 22$.00 4,,,.$0()ga#o Bac)a#o 1.0$ m3 ,$0.00 ,,.$0@orm)gN* 210Hg/cm2 1.00 m3 32,.10 32,.10

9( %&$(&"*&BGAS ;E AMAE A BE( ;E EC@I 0.2$ L 0.0

Acero #e 3/4 0.$ qq 2!!!"!! %#*#"!!Acero #e 3/8 0.$4 qq 2!!!"!! %!&!"!!Aam&re 0 18 2.$ )& (&"!! *+"&%M. I. Acero 1.2, qq 2('"!! (!2"#'E*cofra#o #ee*cofra#o 3.20 m #'!"!! %##!"!!@gorm)go* 210 H/cm2 *#!r)a 0.48 m3 +%#*"'! (#(%"+$=aor +$"!2

=aor/m3 %$(#'"&+

0I)A8LON)ITUDINAL 3!"2' @ !"2+4Acero X 3/8" 1.$ qq 2000.00 3120.00Acero X 1/2" 2.0 qq 2000.00 4120.00Aam&re [18 .24 & 38.00 2$.12M.I. Acero 3.2 qq 22$.00 814.$0E*cofra#o #ee*cofra#o 11.,0 m 200.00 2380.00

()ga#o =ac)a#o 0.$ m3 ,$0.00 $41.$0

@orm)gN* 210 Hg/cm2 0.$4 m3 338.4$ 1,4.

Baor %(2%'"&&Baor/m3 9( 2##+("&'0I)A SOBRE CALADO

Acero X 3/8" 0.38 qq 2000.00 0.00

Acero X 1/2" 0.$1 qq 2000.00 1020.00

Aam&re [18 1.8 & 38.00 .4

M.I. Acero 3.,0 m 0.00 234.00

E*cofra#o #ee*cofra#o 3.,0 m 200.00 80.00

()ga#o =ac)a#o 0.28 m3 ,$0.00 2.00

@orm)gN* 210 Hg/cm2 0.28 m3 338.4$ 1018.

Baor #%#$"#%Baor/m3 9( %#&!&"$%

0I)A PORTICO 3 !"2' @ !"#! 4Acero X 3/8" 1.4 qq 2000.00 3480.00

Acero X 1/2" 0.4, qq 2000.00 ,80.00

Acero X 3/4" 2.1 qq 2000.00 4340.00

Acero X 1" 2.44 qq 224.18 $480.8

Aam&re [18 13.8 & 38.00 $1,.84

M.I. Acero .84 qq 22$.00 1$3,.00

E*cofra#o #ee*cofra#o 12.$0 m 3$0.00 43$.00

()ga#o =ac)a#o 1.0$ m3 ,$0.00 ,,.$0

A B C D E

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@orm)gN* 210 Hg/cm2 1.0$ m3 32,.10 3,1$.$

9( 2'$2+"'&

0I)A MENSULA 3 !"2' @ !"2! 4Acero X 3/8" 0.21 qq 2000.00 420.00

Acero X 1/2" 0.08 qq 224.18 1,.,

Acero X 3/4" 0.$2 qq 224.18 118.01

Aam&re [18 1.2 & 38.00 1.$

M.I. Acero 0.81 qq 22$.00 182.2$

E*cofra#o #ee*cofra#o 1.40 m 3$0.00 4,0.00

()ga#o =ac)a#o 0.0 m3 ,$0.00 .$0

@orm)gN* 210 Hg/cm2 0.0 m3 32,.10 21.04

o!a 2&2*"!'Baor/m3 #!#%'"!!

0I)A RAMPA ESCALERA 3 !"2! a !"#! 4 2 %V 2 (F# > Estri:o (F& a !"%'9tAcero X 3/8" 0.38 qq 2000.00 0.00

Acero X 3/4" 0.33 qq 224.18 41.24

Acero X 1" 0.$, qq 224.18 132$.2$

Aam&re [18 2.0 & 38.00 ,8.80

M.I. Acero 1.30 qq 22$.00 2,2.$0

E*cofra#o #ee*cofra#o 3.0$ m 3$0.00 10.$0

()ga#o =ac)a#o 0.31 m3 ,$0.00 2,4.$0

@orm)gN* 210 Hg/cm2 0.30 m3 32,.10 1118.3

o!a '$*&"'2Baor/m3 9( %&**'"!+

DINTEL3 !"%' @ !"2! 4Acero X 3/8" 3.43 qq 2000.00 80.00

Aam&re Y18 .8 & 38.00 20.8

M. I. Acero 33.33 m 0.00 1,,,.80

E*cofra#o ;ee*cofra#o 33.33 m 200.00 .00

()ga#o Bac)a#o 1.0$ m3 ,$0.00 ,,.$0

@orm)gN* 180 Hg/cm2 1.0$ m3 338.4$ 3820.3

Baor/m3 9( 2!$!#"('

DINTEL 3 !"2! @ !"2! 4Acero X 3/8" 2.8 qq 2000.00 $30.00

Aam&re Y18 $.3 & 38.00 203.8

M. I. Acero 2$.00 m 0.00 1$00.00

E*cofra#o ;ee*cofra#o 2$.00 m 200.00 $000.00

()ga#o Bac)a#o 1.0$ m3 ,$0.00 ,,.$0

@orm)gN* 180 Hg/cm2 1.0$ m3 338.4$ 3820.3

9( %$&&%"''(ISAS P(AA ;E 3.$ L ,.23 q 1.1 qq/m3 0.1$

Acero X 3/8" $. qq 2!!!"!! %%(2!"!!Aam&re o 18 11.32 )& (&"!! #(!"%$M. I. Acero $. qq 22'"!! %2+("'!E*cofra#o #ee*cofra#o 32.10 m2 2'!"!! &!2'"!!@orm)go* *#!r)a 4.8$ m3 '(('"!! 2'&+#"+'!o!a #$*2("#%Baor/m3 *$+#"*(

A B C D E

729

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LOSAS PLANA UN AULA 3 H!"%(9 4 P%"+&F9(Acero X 3/8" 14.12 qq 2000.00 28240.00

Aam&re o 18 28.24 & 38.00 103.12

M. I. Acero 14.12 qq 22$.00 31.00

E*cofra#o #ee*cofra#o $8.13 m2 200.00 112.00

()ga#o Bac)a#o .,3 m3 ,$0.00 $33.$0

@orm)gN* 210 Hg/cm2 .,3 m3 32,.10 2,$1.

o!a &%22%"(&Baor/m3 9( %!2#2"2*

Losa AlieradasAcerro1/2 .,2 qq 2!!!"!! %'!"!!Acerro3/8 2., qq 2!!!"!! ''&!"!!maa eec!ro 1$ % 1$ $3.13 m2 %2'"!! $$#%"2'

21.42 )& (&"!! &%("*$Mo Acero 10.1 qq 2('"!! 2'%$"&'Mo Maa $3.13 m2 $'"!! (#'("#'E*cofra#o #ee*cofra#o 44.8, m2 2'!"!! %%222"'!@orm)go* 210 Hg/cm2 *#!r)a 4.48 m3 +%#*"'! (2!2*"+$?o=e#)a #e 0.0 % 0.0 % 0.20 2.00 # %*%"&* %(&%$"!&I M &o=e#)a 2.00 # #!"!! 2&&!"!!Para * area #e . % ..0 44.8, *#+*("&'Baor /m2 2%%%"$*

LOSAS INCLINADA UN AULA 3 H!"%29 4 P%"'$F9(Acero X 3/8" 11.41 qq 2000.00 22820.00

Aam&re o 18 22.82 & 38.00 8.1

M. I. Acero 11.41 qq 22$.00 2$.2$

E*cofra#o #ee*cofra#o $8.13 m2 200.00 112.00

()ga#o Bac)a#o .32 m3 ,$0.00 ,$4.00

@orm)gN* 210 Hg/cm2 .32 m3 32,.10 22,.01

o!a +2%(%"#2Baor/m3 9( *&'#"!2LOSAS PLANA PREESCOLAR 3 H!"%(9 4 P%"$&F9(

Acero X 3/8" 1$.$, qq 2000.00 31180.00

Aam&re o 18 31.18 & 38.00 1184.84

M. I. Acero 1$.$, qq 22$.00 3$0.$

E*cofra#o #ee*cofra#o .88 m2 200.00 13$.00

()ga#o Bac)a#o ,.2 m3 ,$0.00 8,.00

@orm)gN* 210 Hg/cm2 8.82 m3 32,.10 328,0.

o!a *%%($"2'Baor/m3 9( %!((2"*%LOSAS INCLINADA PREESCOLAR 3 H!"%29 4 P%"#&FF9(

Acero X 3/8" 12., qq 2000.00 2$380.00

Aam&re o 18 2$.38 & 38.00 ,4.44

M. I. Acero 12., qq 22$.00 28$$.2$

E*cofra#o #ee*cofra#o .88 m2 200.00 13$.00

()ga#o Bac)a#o 8.$$ m3 ,$0.00 8122.$0

@orm)gN* 210 Hg/cm2 8.48 m3 32,.10 3122.

o!a &2'2!"*$Baor/m3 9( *+(%"2'

aam&re o 18

A B C D E

781

782

783

784

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791

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793

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795

796

797

798

799

800

801

802

803

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807

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815

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0UELO PLANOS 3 H!"%(9 4 P("!'F9(Acero X 3/8" ,.03 qq 2000.00 1800.00

Aam&re o 18 18.0 & 38.00 8.28

M. I. Acero ,.03 qq 22$.00 2031.$

E*cofra#o #ee*cofra#o 21.0 m2 200.00 4340.00

()ga#o Bac)a#o 2., m3 ,$0.00 2812.00

@orm)gN* 210 Hg/cm2 2.82 m3 32,.10 10$1.0

o!a (#$"!*Baor/m3 9( %($(("(+0UELOS INCLINADOS 3 H!"%29 4 P%"&(F9(

Acero X 3/8" $.13 qq 2000.00 1020.00

Aam&re o 18 10.2 & 38.00 38,.88

M. I. Acero $.13 qq 22$.00 11$4.2$

E*cofra#o #ee*cofra#o 21.0 m2 200.00 4340.00

()ga#o Bac)a#o 2.80 m3 ,$0.00 20.00

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o!a 2&+2("'#Baor/m3 9( %!+*&"(2RAMPA ESCALERA 3 H!"%(9 4 %F2 a !"%!9t > (F& a !"2!9t Te9p" (F& a !"2!9t

Acero X 3/8" 1.43 qq 2000.00 280.00

Acero X 1/2" $.1 qq 2000.00 11220.00

Aam&re o 18 14.08 & 38.00 $3$.04

M. I. Acero 1.00


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Gar#era 0.$$


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Aam&re (? 0.48 38.00 18.1$()ga#o Bac)a#o M3 0.1$3 ,$0.00 14$.4Ma#era 6o#o Co!o m 3.$0 4$0.00 142.$0I&ra #e Ma*o Acero m 3.$0 ,0.00 328.$0o!a 3344.$,o!a/M3 -

BLO,UESMUROS DE BLO,UES # 3!"%! 9t" B"N"P4

Acero X 3/8" 0.02 qq 2000.00 40.00

Aam&re [ 18 0.04 & 38.00 1.$2

Sm)*)!ro ?ocH 4". 13.00 # 23.00 2,,.00

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(e*a#o #e eco 13.00 # 1.$0 1,.$0

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Aam&re o 18 0.04 & 40.00 1.0

Sm)*)!ro ?oqe 13.00 # 2$.00 32$.00

=)o)* e* a*&a cara 8.00 m -

Coocac)N* &oqe #e " 13.00 # 14.00 182.00

Cor!e Amarre #e =ar)a 13.00 # 1.$0 1,.$0

(e*a#o #e eco 13.00 # 1.$0 1,.$0

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MUROS DE BLO,UES !"2! 9t" S"N"P 3todas rec9aras llenas4Acero X 3/8" 0.0 qq 2000.00 124.00

Aam&re o 18 0.12 & 38.00 4.1

Sm)*)!ro ?oqe 8" 13.00 # 33.00 42,.00

Coocac)N* &oqe #e 8" 13.00 # 18.00 234.00

Cor!e Amarre #e =ar)a 13.00


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Pa5e!e ra!ea#o- m.a*a 0.20 m2 220.41 44.08

Ca*!o 1.00 m 0. 0.

P)*!ra acr)ca 0.20 m2 ,0., 18.14

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Com*a Amarre6!a


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PA6ETE E5TERIOR COLUMNAS 0I)AS - LOSASega


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9l %(&"+#)OTERO COL)ANTEPara %"!!9lega


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or*)o #e a*ca>e 3/4" % ++ 8.00 # 2$.00 200.00A*gare #e 2++ % 2++ % 1/8" .00 # $0.00 $2$0.00?arra $/8" 4.00 # 3,0.00 1$0.00

Pa*cea 4" % 6e1/4++ 1.00 # 300.00 300.00

Ec!ro#o 018 2., & 0.00 1.40

Sege!a 2.00 # 4$.00 ,0.00

?roca #e 2 1/2++ 1.00 # 40.00 40.00

)**er 0.,, g 280.14 2.34I%)#o ro>o 3., g 81.00 323.1,

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Baor/m2 92 %!%$"!'

ANALISIS TEC1O .INC SOBRE TI/ERILLAS MADERAArea de tecHo&2"%%92 Un Aula de 3 Ejes("*!9 > ancHo&"2!9 4

or*)o #e a*ca>e 3/4" % ++ 12.00 # 2$.00 300.00Ma#era 2++ % ++ 22,.2 P2 40.0 ,308.3

Ma#era 1++ % 4++ % 14+ 11.3$ o 4.81 g 81.00 4141.41

P)*!ra ma*!e*)m)e*!o 3.00 g 108$.00 32$$.00

Pa*ca #e 7)*c Ca 2 4.1, # 2,0.00 181$.10

Ca=o 7)*c co* ara*#ea 11.$4 & 40.00 41.0

Ca=o #ce 1,.0 & 3$.00 .10

M/I 7)*c 0: 0.00: #e 4313$.3$ 2$881.21

Baor ,01.$Baor/m2 92 !"'#XXXXX SOLAMENTE CUBIERTA XXXXX 92 (!2"!(

ANALISIS TEC1O .INC SOBRE TI/ERILLAS MADERA3Tipo Escuela Parra4Area de tecHo%##"!!92 Tres Aulas

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Acero 1/2" 1.4$ qq 2000.00 2,00.00Ma#era 1++ % 4++ % 14+ 123.42 o .01 g 81.00 03$.1

P)*!ra ma*!e*)m)e*!o 2.0$ g 108$.00 2224.2$

M/I !)>er)a $: 0.00: #e 2$32$.4, 1$1,$.2,

Pa*ca #e 7)*c Ca 2 4.1, # 2,0.00 181$.10

Ca=o 7)*c co* ara*#ea 11.$4 & 40.00 41.0

Ca=o #ce ., & 3$.00 23.$

M/I 7)*c 0: 0.00: #e 1,0.0 1144.02

Baor 1281.1$0alorF92 92 &$&"%2XXXXX SOLAMENTE CUBIERTA XXXXX 92 (2'"2$

ANALISIS TEC1O ALU.INC SOBRE TI/ERILLAS AN)ULARES 2 @ 2 > BARRA LISA 'F&

Area de tecHo2(&"*292 ESCUELA SAN LUIS $"$! @ %&"%!9

or*)o #e a*ca>e 3/4" % ++ $2.00 # 2$.00 1300.00A*gare 2" % 2" % 3/1" $.4 # 110.00 ,8.80?arra $/8" $8.1 # 33$.12 1,41.38&o 2++ % 2" $.08 # 20.01 4038.1e*ore ?arra $/8" 1.8, # 33$.12 $,,$.30

Pa*cea #e ++ 6e1/4++ 1.00 # 3$0.00 3$0.00

Caq)o6Pa*cea 1 3/4" % " % 3/1" .44 # 300.00 1,32.00

Ec!ro#o 018 80.00 & 0.00 4800.00

Sege!a 4.00 # 4$.00 180.00

?roca #e 2 1/2++ 2.00 # 40.00 80.00)**er 3.$ g 280.14 1022.$1

Agarra $.04 g 200.10 1008.$0

I%)#o ro>o 13.,1 g 81.00 11,.$1

P)*!ra Ma*!e*)m)e*!o 1,.21 g 108$.00 20842.8$

M/I !)>er)a $0: $0.00: #e 1830.01 ,31$3.01

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.OCALOS DE )RANITO ONDO )RIS !"!+ @ !"(!Sm)*)!ro 7Ncao #e gra*)!o 4.00 # 21.2 8$.04a!)a 11 0.002$ m3 ,$00.00 23.$Cor!e #e ca7o 1.00 # 4.00 4.00;erre!)#o Gr) 1.00 m 10.00 10.00Coocac)N* 7Ncao 1.00 m $.00 $.00

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92 $#2"'+

porcelanato;erre!)#o &a*co 0.002 f#a 400.00 0.80Cor!e #e ca7o 2.00 # 1$.00 30.00Mor!ero 116a!)a 0.2$ m3 180.00 4$.00Sm)*)!ro CerJm)ca 0.20 % 0.20 1.0$ m2 $00.00 $2$.00

Coocac)N* CerJm)ca 1.00 m2 2$0.00 2$0.0092 &'!"&!

INSTALACIONES ELECTRICAS

Salida de Luces Cenitales P0C&o #e 1/2++ % 20++ P.B.C. S;-2 1.00 # 0.00 0.00Ca>a oc!ago*a 1.00 # 32.48 32.48

Aam&re ' 12 W $0.00 a oc!ago*a 1.00 # 32.48 32.48

Aam&re ' 12 W $0.00


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Interruptor Sencillos P0C&o #e 1/2++ % 20++ P.B.C. S;-2 1.00 # 0.00 0.00Ca>a rec!a*gar #e 1/2++ 1.00 # 32.48 32.48

Aam&re ' 12 W $0.00 Ceme*!o P.B.C. 9 30: #e

Ud +&*"(+XXXXSIN ALAMBRADOXXXX Ud #+2"#*XXXXALAMBRES - ACCESORIOSXXXX Ud (%$"&&

Salida Interruptores Do:les P0C&o #e 1/2++ % 20++ P.B.C. S;-2 1.00 # 0.00 0.00Ca>a rec!a*gar #e 1/2++ 1.00 # 32.48 32.48

Aam&re ' 12 W $0.00 Ud '$2"2$XXXXSIN ALAMBRADOXXXX Ud %&+"#*XXXXALAMBRES - ACCESORIOSXXXX Ud (+#"++

Salida Interruptores Do:les EMT&o EM 1/2" % 10 2.00 # 10.00 320.00Ca>a rec!a*gar #e 1/2++ 1.00 # 32.48 32.48

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Aam&re ' 12 W $0.00 Ud '2&"&'

XXXXSIN ALAMBRADOXXXX Ud %&+"#*XXXXALAMBRES - ACCESORIOSXXXX Ud (#%"($

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XXXXSIN ALAMBRADOXXXX Ud #+2"#*XXXXALAMBRES - ACCESORIOSXXXX Ud (&$"($

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C)*!a a#e)=a 0.0$ # 1$0.00 .$0Ceme*!o P.B.C. 9 30: #ea rec!a*gar #e 1/2++ 1.00 # 32.48 32.48

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XXXXSIN ALAMBRADOXXXX Ud +*2"#!XXXXALAMBRES - ACCESORIOSXXXX Ud %!2$"*%

Panel Distri:uciGn de #8& circuitos&o co*#)! #e 1++ 8.00 # $.08 $20.4Co#o co*#)! 1++ % ,0 8.00 # 12.00 ,.00

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2@W ' 12 1@W ' 10 &o P.B.C. 1 1/2" S; - 2 E% 2.00 m .1 1$.421@W ' 10 1.00 m 11.81 11.81&o P.B.C. 1 1/2" S; - 2 1.00 m 34.42 34.42E%ca=. 60.30 % 0.$0 % 1.00 0.1$ m3 2,8.18 44.3?o!e 0.08 m3 300.00 24.00ee*o e


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M/I ec!r)ca 30.00: #e 10.4 48.149l 22'"2!pl $&"$$

XXXXSIN ALAMBRADOXXXX pl #&"!%XXXXALAMBRES - ACCESORIOSXXXX pl %*"'%

PEDESTAL ELECTRICO 1"A"

E%ca=ac)N* e* !)erra 0.80 m3 22$.00 180.00ee*o e


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e#cc)N* 1/2" a 3/8" ga=a*)7a#a 1.00 #. 13.,2 13.,2*o#oro S)m CERAMICA 3Para %"'!9l4E%ca=ac)N* 0.28 m3 2,8.18 83.4,ee*o #e re


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Baor / # '&''"&!Baor / m (*!("&+

ORINAL SENCILLO TIPO O.AMAS)fN* #re*a>e 1^" 1.000 U; $$.00 $$.00&o fe%)&e


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Sea#o #e !a


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&o re#o*#o #e 4++ 2.00 #. 180.00 340.00&o re#o*#o #e 2++ 2.00 #. 2$.00 $30.00&o 1/2++ 4.00 #. ,$.00 380.00&o 1 1/2++ 3.00 #. $$$.00 1$.00+ee++ #e 4++ 4.00 #. 1,.00 1.00+ee++ #e 4++ 4.00 #. 8$.00 340.00Co#o #e 4++ 4.00 #. 8$.00 340.00

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E%ca=ac)N* 0.48 m3 2,8.18 143.13?o!e #e ma!er)a o&ra*!e 0.01 m3 300.00 3.00ee*o re


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P)o fro!a#o e* cae!a 2.22 m2 42. 102.33Per!a #e &arra ca#ra#a $/8++ 1.8 m2 21$,.40 401.48Sa)#a ce*)!a 1.00 # 48.3, 48.3,*!erra #e ?reaHer #o c)rc)!o 1.00 # 8$4.$4 8$4.$4

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aA)me*!ac)N* aga !&o 1++ P.B.C. 40.00


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&o P.B.C. #e 4++ co*


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or*)o #e e%


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Baor #!#%"!%Baor/m2 %#"%2Baor/


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o!a/m2 )* a $0.00 # 1$.00 $0.00

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Pintura O@ido Rojo Dos ManoP)*!ra 0.10 g 81.00 8.10

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&o @.G. 2"%20 $0.00 # 2,,.00 1484$0.00

Maa C)cN*)ca ca. ' , 100.00 m 22$.00 22$00.00

Co ALAMBRE PUASPara %!!"!!9l con parales ;erticales cada 2"!!9lE%ca=ac)N* 1.02 m3 2,8.18 304.14

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So#a#ra 1.00


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E%ca=ac)N* 2.34 m3 2,8.18 ,.4

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$.-Ca=o refor7a#o 1++ 1.00 & 3$.00 3$.00

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@orm)gN* 13$ 0.0 m3 32$8.00 228.0

Mor!ero 13 0.04 m3 440.00 1.24

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CAMBIAR CELOSIAS 0ENTANA DE ALUMINIO ud %'!"%'

BARRA DE CORTINA ud %+'"!!

CASETA3En pino > pl>?ood Usado4Para 2"#! @ #"&!9 3Area%%"'2924E%ca=ac)N* 0.2$ % 0.2$ % 0.40 0.18 m3 22$.00 40.$0

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?roca #e 2 1/2++ 2.00 # 2.10 $2.20

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Pa*ca #e 7)*c Ca 2 11.20 # 2,0.00 33,88.00

Ca=o 7)*c co* ara*#ea 2.3 & 40.00 10$4.80

Ca=o #ce 34.2 & 3$.00 11,,.4$

M/I 7)*c 0: 0.00: #e 244.1 34.83

Baor 128,.,0

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F G H I J K L

1

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F G H I J K L

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co* &om&a

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F G H I J K L

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278279

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cisterna raysa 2500gls

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