CUADRO DE METRADOS TANQUE SEPTICO OBRA : CONST. DEL LOCAL COMUNAL COMUNAL PARA USOS MULTIPLES DE LA COMUNID DEPARTAMEN : JUNIN DESCR : TANQUE SEPTCIO Y PERCOLADOR PROVINCIA : JAUJA : SINCOS FECHA : AGOSTO Del 2011 DISTRITO : SALLAHUAC LUGAR No No . MEDIDAS ITEM ESPECIFICACIONES UND. ARCIA VEC VEC CAN CANT. LAR LARGO NCHO CHO ALTO TANQUE SEPTICO 01.00 01.00 TRABA TRABAJO JOS S PRELIM PRELIMINA INARE RES S 01.01 Limpiez !e "e##e$% T$&'e (ep"i)% Cm# !e !i("#i/')i$ C( !e #ei("#% 01.02 T#z% 5 #epl$"e% p#elimi$# T$&'e (ep"i)% Cm# !e !i("#i/')i$ C( !e #ei("#% 01.0* T#z% 5 #epl$"e !e #e!e( SS.HH ) !e #ei("#%6C !e #ei("#%6 C !e #ei("#% "$&'e (ep"i)% S7p"i)% )m# !e !i("#i/')i%$ Cm# !e !i("#i/')i%$ ) !e #ei("#% C !e #ei("#% z$( !e pe#)%l)i%$ 02.00 02.00 MOVIM MOVIMIEN IENTO TO DE TIERR TIERRAS AS 02.01 E8)9)i%$ m$'l T$&'e (ep"i)% C( !e #ei("#%
02.02
02.0* 02.0*
03.00 03.00 0*.01 0*.02 0*.0*
Cm# !e !i("#i/')i$ Relle$% )%$ m"e#il p#%pi% T$&'e (ep"i)%
m2 1 1 ,
*.+0 1.10 0.30
1.*+ 1.00 0.40
,.-* 1.10 2.14
1 1 ,
*.+0 1.10 0.30
1.*+ 1.00 0.40
,.-* 1.10 2.14
1 1 1 2 *
12.++ 1*.00 *.+0 +.*+ 2.00
1 , , 1
*.-+ 0.30 0.30 1.10
m2
ml 12.++ 1*.00 *.+0 10.-0 4.00
m* 1.40 0.40 0.40 1.00
2.+4 1+.*4 1.2+ 2.-0 1.++ *.*+ 1.,0 1.+,
m* 2 2 1
*.-+ 0.1+ 1.3* 2.11.*0 0.1+ 1.3* 0.-+ *.-+ 1.40 0.+0 *.00 M". M". E M". M". Rell. Rell. 2<.43 3.24 13.,*
Elimi$ Elimi$)i )i%$ %$ !e m"e#i m"e#il l e8)e!e e8)e!e$"e $"e (" (" ! p#%m;* p#%m;*0 0 m* C%#"e 6#elle
%$1
OBRAS OBRAS DE DE CONCRE CONCRETO TO SIMPL SIMPLE E S%l!% !e )%$)#e"% e;*= C !e #ei("#% !e )%$)#e"% 12=>2,= ;1.2+ C !e #ei("#% !e )%$)#e"% 12=>2,= ;1.++
1 1 1
*.-+ 2.00 2.00
1.40
1 1 1 1
*.-+ 10.4*.10 1.10
1.40 0.20 0.3+ 1.00
0.1+ 1.30 0.10 0.10
0.30 ,.0+ 0.23 0.11
1 1
1.10 ,.,0
1.00 0.10
0.10 1.10
0.11 0.,<
1 1
3.34 3 -2
04.00 04.00 OBRAS OBRAS DE CONC CONCRE RETO TO ARMAD ARMADO O Tan!" #"$%&'o ( ')*a+a ," ,&#%+&-!'&n 0,.01 C%$)#e"% ?@);210 B)m2 (e M ' #% ( L%( 5 "p (ep"i)% L%( 5 "p )m# !e !i("#i/')i%$ 0,.0 0,.02 2 C%$) C%$)#e #e"% "% ?@) ?@);1 ;1-+ -+ B B)m )m2 2 Cm !e !e !i("#i/')i$ (e M ' #% ( 0,.0* 0,.0* E$)%?# E$)%?#!% !% 5 !e(e$)% !e(e$)%?# ?#!% !% "$&'e "$&'e (ep" (ep"i)% i)% Tan!" #/$%&'o #/$ %&'o M ' #% (
m2 ' $! ' $!
4.00 2.00 2.00
m*
m2
1.30 1<.3* 1 30 1< 1 < ,-
CUADRO DE METRADOS TANQUE SEPTICO OBRA : CONST. DEL LOCAL COMUNAL COMUNAL PARA USOS MULTIPLES DE LA COMUNID DEPARTAMEN : JUNIN : JAUJA DESCR : TANQUE SEPTCIO Y PERCOLADOR PROVINCIA : SINCOS FECHA : AGOSTO Del 2011 DISTRITO : SALLAHUAC LUGAR No. MEDIDAS ITEM ESPECIFICACIONES UND. ARCIA VEC CANT. LARGO NCHO ALTO 1 ,.,0 1.20 +.2< 0,.0, A)e#% ?5 ; ,200 B)m2 "$&'e (ep"i)% Poo #"$%&'o *B<= /(e *.-0 PBML 0.+< 1+.02 11.40 PBML 0.+< 1+.-< *B<= m'#%( 22 *.<0 PBML 0.+< ,<.,3 ** 1.40 PBML 0.+< *0.42 *, 2.20 PBML 0.+< ,*.*< 21 2.20 PBML 0.+< 24.<0 *B<= "e)% *2 0.+0 PBML 0.+< 3.2< *B<=Tp( ,< 0.+0 PBML 0.+< 1*.32 C)*a+a ," ,&#%+&-!'&n *B<= /(e 1.*0 PBML 0.+< +.2< 0.30 PBML 0.+< *.4+ *B<= m'#%( < ,.00 PBML 0.+< 1<.+4 24 1.*+ PBML 0.+< 20.*4 *B<= "e)% 5 "p 1.*0 PBML 0.+< +.2< 0.30 PBML 0.+< *.4+ 0,.0+ e#"e!e#%( !e PC 0.,180.**m '$! , ,.00 0.00 REVOQUES ENLUCIDOS 0+.01 T##e% )%$ impe#me/iliz$"e mez)l 1:2F e;1.+ ) M2 T$&'e Sep"i)% M'#%( T$&'e Sep"i)% (e Cm# !e !i("#i/')i$
1 1 1 2 2
0.00 ACCESORIOS 04.01 A))e(%#i%( PC SAP "$&'e (ep"i)% 04.02 e#"e!e#% !e PC
/l '$!
1 *
0.00 0-.01 0-.02 0-.0* 0-.0, 0-.0+ 0-.04 0-.00-.0<
INSTALACIONES SANITARIAS Ni9el)i$ #epl$"e% !e z$( E8)9)i$ !e z$( Re$e 5 $i9el)i$ !e z$( Cm !e p%5% p# "'/e#i( me$%#e( !e 4= S'm. e i$("l)i$ !e "'/e# PC SAL ,= P#'e/ i!#'li) S'm. e i$("l)i$ !e ))e(%#i%( Relle$% 5 )%mp)")i$ !e z$(
ml ml ml ml ml ml l/ ml
1 1 1 1 1 1 1 1
.00 21.01
PO5O DE PERCOLACION TRATAMIENTO AGUAS GRISES Limpiez !e "e##e$% m$'l m2 P%z% Pe#)%l)i$ T#z% 5 #epl$"e% p#elimi$# m2 P%z% Pe#)%l)i$ Mo7&*&"n%o ," %&"++a# E8)9)i%$ m$'l m* P%z% Pe#)%l)i$
21.02
6.00 21.0*
2.30 *.*0 0.30 1.10 1.10
1.<0 1.*+ 0.<0 0.<0 0.30
+.22 ,.,4 0.-2 1.-4 1.3<
1.00 *.00
*4.,0 *4.,0 *4.,0 *4.,0 *4.,0 *4.,0
*4.,0 *4.,0 *4.,0 *4.,0 *4.,0 *4.,0 1.00 *4.,0
*4.,0 RADIO
1
1.*+
+.-*
1
0.<+
2.2-
1
0 <+
2 00
+ **
CUADRO DE METRADOS TANQUE SEPTICO OBRA : CONST. DEL LOCAL COMUNAL COMUNAL PARA USOS MULTIPLES DE LA COMUNID DEPARTAMEN : JUNIN : JAUJA DESCR : TANQUE SEPTCIO Y PERCOLADOR PROVINCIA : SINCOS FECHA : AGOSTO Del 2011 DISTRITO : SALLAHUAC LUGAR No. MEDIDAS ITEM ESPECIFICACIONES UND. ARCIA VEC CANT. LARGO NCHO ALTO De e8)9)i$ 1 +.** 1.2* ,.11 10.00 O-+a# ," 'on'+"%o #&*$8" 21.04 C%$)#e"% ?);1-+ B)m2F $ill% !e ?%$!% m* 1 +.*, 0.*0 0.*+ 0.+4 21.0- E$)%?#!% 5 !e(e$)%?#!%F $ill% !e ?%$!% m2 2 +.*, 0.*+ *.-, 11.00 O-+a# ," 'on'+"%o a+*a,o 21.0< C%$)#e"% ?@);1-+ B)m2 p# l%( #m! m* Te)% 5 "p 1 0.<+ 0.10 0.2* 21.03 E$)%?#!% 5 !e(e$)%?#!% e$ l%( #m! m2 Te)% 5 "p 1 0.<+ 2.21 0.<+ 0.10 0.+* 21.10 A)e#% ?5 ; ,200 B)m2Fl%( #m! *B<= 14 1.02 2+.*0 1.++ PBML; < 0.+< ,.4, 1.00 PBML; 1< 0.+< 4.24 0.40 PBML; 12.00 M!+o# ( %a-&!"# ," a8-a9&8"+&a 21.11 M'#%( !e l!#ill% !e #)ill 2,81283 (%BJ;1.+) ESPESO RADIO P%z% Pe#)%l!%# M2 1 1.*+ 2.00 14.34 13.00 F&8%+o# 21.12 Kil"#% !e #9 % )()% m* E$"#e l!#ill% 5 "e##e$% 1 1.2+ 0.2+ 1.34 K%$!% 1 0.<+ 0.,0 0.31 14.00 A''"#o+&o# 21.1* A))e(%#i%( p%z% !e pe#)%l)i$ % 1 1.00
AC TOTAL
.66
.66
4.
22.6
.62
16.43
.00 2.00 2.00
.3
0.6
4.2
AC TOTAL 20.0
4.00
14.14
1.00 3.00
3.40 3.40 3.40 3.40 3.40 3.40 1.00 3.40
.3 2.2
.33
AC TOTAL
0. 3.4 0.23 2.0
3.20
1.6
2.
1.00
TANQUE SEPTICO
METRADO TIJERAL DE MADERA
ESTRUCTURA DE MADERA MEDIDAS PARTIDA
1.00 1.01
DESCRIPCIÓN
UND
CANT.
LARGO m.
LARGO pie s
ANCHO Pulg.
ALTO Pulg.
PARCIAL
ESTRUCTURA DE MADERA Tije!l M!"e! T1 BRIDA
10#.$% &0.''
P2
Brida superior ( 3" X 6" )
2.00
5.0342
16.52
3.00
6.00
49.56
Brida inferior ( 3" X 6" )
1.00
.3500
2!.40
3.00
6.00
41.10
#$%A$%&
'.&$
P2
on'an'e 1 ( 3" X 3" )
1.00
1.0900
3.5!6
3.00
3.00
2.6
on'an'e 2 ( 3" X 3" )
2.00
0.6619
2.1!2
3.00
3.00
3.26
on'an'e 3 ( 3" X 3" )
2.00
0.2005
0.65
3.00
3.00
0.99
2.00
1.5!0
5.151
3.00
3.00
!.!3
/ar'e+a 1
2.00
4.00
.00
/ar'e+a 2
2.00
6.00
12.00
/ar'e+a 3
2.00
4.00
.00
/ar'e+a 4
2.00
4.00
.00
/ar'e+a 5
2.00
5.00
10.00
/ar'e+a 6
1.00
3.00
3.00
1.00
6.00
6.00
DIA#$A
(.($
P2
Dia*ona+ ( 3" X 3" )
TOTAL
Pe)*s Pernos de A325 3," - 5"
/ar'e+a ! %ueras
##.00
nd
##.00
nd
/ar'e+a 1
2.00
4.00
.00
/ar'e+a 2
2.00
6.00
12.00
/ar'e+a 3
2.00
4.00
.00
/ar'e+a 4
2.00
4.00
.00
/ar'e+a 5
2.00
5.00
10.00
/ar'e+a 6
1.00
3.00
3.00
/ar'e+a !
1.00
6.00
6.00
/ar'e+a 1
4.00
0.06
0.24
/ar'e+a 2
4.00
0.04
0.16
/ar'e+a 3
4.00
0.05
0.20
/ar'e+a 4
4.00
0.06
0.24
/ar'e+a 5
4.00
0.04
0.16
/ar'e+a 6
2.00
0.06
0.12
/ar'e+a !
2.00
0.12
0.24
/orreas de adera 2 1,2" X 3" ( 3.510 . )
2.00
3.51
11.!5
2.00
3.00
164.50
%aos de adera sopor'e de orreas de 'i7era+
1.00
0.0!6
0.25
2.00
2.00
1.50
is'ones de adera 2" X 3"
24.00
2.324
!.62
3.00
2.00
91.44
%aos de adera para ie+oraso ( 2)
24.00
0.0!6
0.25
2.00
2.00
2.00
CARTELA DE METAL P+ana de e'a+ e 1,"
1.02
CO+ERTURAS /#RR&A D& AD&RA X &$%R& 2 %I&RA&
1.03
1''.00
P2
CIELORASO /I&# RA# X &$%R& 2 %I&RA&
1.04
1.$'
2
&$.,,
P2
-RISOS 8RI#
P2
,#.$0
1.04
ARRIOSTRE TRANSERSAL
2.00
!.200
23.62
0.!5
9.00
26.5!
4.00
5.0!6
16.65
0.!5
4.50
1.!3
/.#,
P2
&7e 1 2
2.00
2.601
.53
3.00
1.00
4.2!
&7e 2 3
2.00
2.601
.53
3.00
1.00
4.2!
Pe)*s Tue!s 2 A!)"el!s $3/45 #4 Pernos: %ueras ; Arande+as 3,"- 5"
'.00
nd 3.00
2.00
6.00
MEDIDAS PARTIDA
1.00 1.01
DESCRIPCIÓN
UND
CANT.
LARGO m.
LARGO pies
ANCHO Pulg.
ALTO Pulg.
PARCIAL
ESTRUCTURA DE MADERA Tije!l M!"e! T1 BRIDA
10#.$% &0.''
P2
Brida superior ( 3" X 6" )
2.00
5.0342
16.52
3.00
6.00
49.56
Brida inferior ( 3" X 6" )
1.00
.3500
2!.40
3.00
6.00
41.10
#$%A$%&
'.&$
P2
on'an'e 1 ( 3" X 3" )
1.00
1.0900
3.5!6
3.00
3.00
2.6
on'an'e 2 ( 3" X 3" )
2.00
0.6619
2.1!2
3.00
3.00
3.26
on'an'e 3 ( 3" X 3" )
2.00
0.2005
0.65
3.00
3.00
0.99
DIA#$A
(.($
P2
Dia*ona+ ( 3" X 3" )
TOTAL
2.00
1.5!0
5.151
3.00
3.00
!.!3
Pe)*s Pernos de A325 3," - 5"
##.00
nd
/ar'e+a 1
2.00
4.00
.00
/ar'e+a 2
2.00
6.00
12.00
/ar'e+a 3
2.00
4.00
.00
/ar'e+a 4
2.00
4.00
.00
/ar'e+a 5
2.00
5.00
10.00
/ar'e+a 6
1.00
3.00
3.00
/ar'e+a !
1.00
6.00
6.00
/ar'e+a 1
2.00
4.00
.00
/ar'e+a 2
2.00
6.00
12.00
/ar'e+a 3
2.00
4.00
.00
/ar'e+a 4
2.00
4.00
.00
/ar'e+a 5
2.00
5.00
10.00
/ar'e+a 6
1.00
3.00
3.00
/ar'e+a !
1.00
6.00
6.00
%ueras
##.00
nd
CARTELA DE METAL P+ana de e'a+ e 1,"
1.$'
2
/ar'e+a 1
4.00
0.06
0.24
/ar'e+a 2
4.00
0.04
0.16
/ar'e+a 3
4.00
0.05
0.20
/ar'e+a 4
4.00
0.06
0.24
/ar'e+a 5
4.00
0.04
0.16
/ar'e+a 6
2.00
0.06
0.12
/ar'e+a !
2.00
0.12
0.24
1.02
CO+ERTURAS /#RR&A D& AD&RA X &$%R& 2 %I&RA&
1.03
14.00
4.962
16.2
2.00
3.00
113.96
%aos de adera sopor'e de orreas de 'i7era+
12.00
0.0!6
0.25
2.00
2.00
1.00
CIELORASO PLANCHAS SUPER+OARD #/.#,
P2
is'ones de adera 2" X 3"
12.00
2.924
9.59
3.00
2.00
5!.54
%aos de adera para ie+oraso ( 2)
12.00
0.0!6
0.25
2.00
2.00
1.00
2.00
5.400
1!.!2
0.!5
9.00
19.94
4.00
5.0!6
16.65
0.!5
4.50
1.!3
2.00
2.601
.53
3.00
1.00
4.2!
2.00
2.00
-RISOS 8RI#
1.04
11,.&'
P2
/orreas de adera 2 1,2" X 3" ( 4.9620 . )
/I&# RA# X &$%R& 2 %I&RA&
1.04
4.96
ARRIOSTRE TRANSERSAL
$/.'(
P2
,.%(
P2
&7e 1 2
Pe)*s Tue!s 2 A!)"el!s $3/45 #4 Pernos: %ueras ; Arande+as 3,"- 5"
,.00
nd 4.00
