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S10
Análisis de precios unitarios
Presupuesto 0803007 CONSTRUCCION DE ALBERGUE PAMPA HUTAÑA _
Subpresupuesto 002 ARQUITECTURA
Partida 07.01 TARRAJEO INTERIOR DE MUROS C/MORTERO
Rendimiento m2/DIA .0000 EQ. .0000 Costo
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 CAPATAZ hh 0.1000
0147010002 OPERARIO hh 1.0000
0147010004 PEON hh 0.5000
M-&)#-&'
0202010005 CLAVOS PARA MADERA CON CABEZA k
0204000000 ARENA FINA m!
0221000001 CEMENTO PORTLAND TIPO I (42.5 kg) b"s
02!#050000 AGUA m!
024!040000 MADERA TORNILLO p2
E,#*%'
0!!7010001 HERRAMIENTAS MANUALES $%&
Partida 07.02 TARRAJEO EN ETERIORES
Rendimiento m2/DIA .0000 EQ. .0000 Costo
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
0147010004 PE&+ hh 0.5000
M-&)#-&'
0202010005 C,'-&S P'R' %'ER' C&+ C'/E)' E ! k
0204000000 'RE+' *+' m!
0221000001 CE%E+(& P&R(,'+ (*P& * 42.5 k3 b"s024!040000 %'ER' (&R+*,,& p2
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 07.03 TARRAJEO PRIMARIO RAADO CON ME4CLA 156
Rendimiento m2/DIA 12.0000 EQ. 12.0000 Costo
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
0147010004 PE&+ hh 0.!!00
M-&)#-&'
020201002! C,'-&S C&+ C'/E)' 2 162 k
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0204000000 'RE+' *+' m!
02210000#4 CE%E+(& P&R(,'+ P)&,'+*C& (*P& *P 42.583 9R' b"s
02!#050000 '8' m!
024!040000 %'ER' (&R+*,,& p2
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 07.0 ESTIDURA DE DERRAMES
Rendimiento m/DIA 21.0000 EQ. 21.0000 Costo
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
0147010004 PE&+ hh 0.!!00
M-&)#-&'
020201002! C,'-&S C&+ C'/E)' 2 162 k
0204000000 'RE+' *+' m!
02210000#4 CE%E+(& P&R(,'+ P)&,'+*C& (*P& *P 42.583 9R' b"s
024!040000 %'ER' (&R+*,,& p2
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 08.01 9ALSO CIELO RASO SUSPENDIDO
Rendimiento m2/DIA 18.0000 EQ. 18.0000 Costo
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
0147010004 PE&+ hh 1.0000
M-&)#-&'
02440!00!4 ',S& C*E,& R'S& m2
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 0.01 PISO DE CERAMICO
Rendimiento m2/DIA .0000 EQ. .0000 Costo
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
0147010004 PE&+ hh 0.!!00
M-&)#-&'
0204000000 'RE+' *+' m!
02210000#4 CE%E+(& P&R(,'+ P)&,'+*C& (*P& *P 42.583 9R' b"s
02!0000002 P&RCE,'+' k
02!#050000 '8' m!
02401!0054 CER'%*C& P'R' P*S& E !0 !0 C% m2
E,#*%'
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0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 0.02 PISO DE CEMENTO PULIDO &:2;
Rendimiento m2/DIA 20.0000 EQ. 20.0000 Costo
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.2000
0147010002 &PER'R*& hh 1.00000147010004 PE&+ hh 1.5000
M-&)#-&'
0204000000 'RE+' *+' m!
020500000! P*ER' C'+C'' E 162 m!
02210000#4 CE%E+(& P&R(,'+ P)&,'+*C& (*P& *P 42.583 9R' b"s
022#150011 &CRE b"s
02!#050000 '8' m!
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 10.01 COBERTURA TEJA ANDINA
Rendimiento m2/DIA 30.0000 EQ. 30.0000 Costo
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
014701000! &*C*', hh 1.0000
0147010004 PE&+ hh 2.0000
M-&)#-&'
02!0;10051 C&/ER(R' (E<' '+*+' m2
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 11.01 4OCALO DE MAOLICA DE 20 30 CM DE 1RA
Rendimiento m2/DIA 12.0000 EQ. 12.0000 Costo
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
0147010004 PE&+ hh 0.!!00
M-&)#-&'
0204000000 'RE+' *+' m!
02210000#4 CE%E+(& P&R(,'+ P)&,'+*C& (*P& *P 42.583 9R' b"s
02240!0042 %'9&,*C' P'RE 20!0 C% PR*%ER' m2
02!0000002 P&RCE,'+' k
02!#050000 '8' m!
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 12.01 PUERTA TIPO TABLERO
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Rendimiento ,/DIA 1.0000 EQ. 1.0000 Cost
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
014701000! &*C*', hh 1.0000
M-&)#-&'
024!170004 PER('S E ('/,ER& %'ER' CER& u
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 12.02 PUERTA CONTRAPLACADA
Rendimiento ,/DIA 2.0000 EQ. 2.0000 Cost
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
0147010004 PE&+ hh 0.!!00
M-&)#-&'
024!170005 PER(' C&+(R'P,'C'' E %'ER' u
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 12.03 ENTANAS DE MADERA
Rendimiento ,/DIA 2.0000 EQ. 2.0000 Cost
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
014701000! &*C*', hh 1.0000
M-&)#-&'
02!###0051 -E+('+' E %'ER' u
E,#*%'0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 13.01 ENTANA CON MARCO METALICO
Rendimiento ,/DIA 1.0000 EQ. 1.0000 Cost
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
0147010004 PE&+ hh 2.0000
M-&)#-&'
02!047000! S&,'R' CE,,&C&R P !61= k
0251010001 '+8,& E 'CER& ,*-*'+& E 1 1 16; = m p>a
0251020000 (EE E 'CER& ,*-*'+& E !64 !64 16; = m p>a
0251020001 (EE E 'CER& ,*-*'+& E 1 1 16; = m p>a
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E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
0!!70!0000 C*)',,' P'R' 'CER& C&+S(RCC*&+ 'S(' 1 u
0!4#070050 %&(&S&,'&R' E 250 ' hm 0.2500
Partida 1.01 CERRADURA PARA PUERTA ETERIOR TIPO PARCHE 2 GOLPES
Rendimiento *<-/DIA =.0000 EQ. =.0000 Costo u
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
M-&)#-&'
022=070055 CERR'R' E(ER*&R E &S 8&,PES u
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 1.02 CERRADURA PARA PUERTA INTERIOR DE PERILLA
Rendimiento *<-/DIA =.0000 EQ. =.0000 Costo u
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
M-&)#-&'
022=5!0001 CERR'R' P'R' PER(' *+(ER*&R u
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 1.03 BISAGRA ALUMINI4ADA CAPUCHINA DE ;;
Rendimiento *<-/DIA 2.0000 EQ. 2.0000 Costo u
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.10000147010002 &PER'R*& hh 1.0000
M-&)#-&'
022=120004 /*S'8R' ',%*+*)'' C'PC*+' 4 4 u
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 16.01 IDRIO SEMIDOBLE PROISION COLOCACION
Rendimiento *2/DIA 80.0000 EQ. 80.0000 Costo
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
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M-&)#-&'
02!04=00!2 S*,*C&+' u
027#000007 -*R*& (R'+SP'RE+(E *+C&,&R& CR& %E*&&/,E p2
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 1=.01 PINTURA EN MUROS INTERIORES
Rendimiento m2/DIA 60.0000 EQ. 60.0000 Costo
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
0147010004 PE&+ hh 0.5000
M-&)#-&'
025404000= P*+(R' -*+*,*C' a"
02541!0001 P*+(R' *%PR*%'+(E P'R' %R&S a"
E,#*%'0!!7010001 ERR'%*E+('S %'+',ES $%&
Partida 1=.02 PINTURA EN MUROS ETERIORES
Rendimiento m2/DIA 3.0000 EQ. 3.0000 Costo
C!"#$% D&'()#*(#!+ R&(,)'% U+#"-" C,-")#-
M-+% "& O)-
0147010001 C'P'(') hh 0.1000
0147010002 &PER'R*& hh 1.0000
0147010004 PE&+ hh 0.5000
M-&)#-&'
025404000= P*+(R' -*+*,*C' a"
02541!0001 P*+(R' *%PR*%'+(E P'R' %R&S a"
E,#*%'
0!!7010001 ERR'%*E+('S %'+',ES $%&
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P?ina : 1
echa presupuesto 01/06/2011
nitario directo por : m2 23.46
C-+#"-" P)&(#% S/. P-)(#- S/.
0.0;;# 1=.25 1.44
0.;;;# 1!.7! 12.20
0.4444 10.;# 4.;4
18.8
0.0!00 2.;7 0.0#
0.01;0 4!.00 0.77
0.1000 17.20 1.72
0.0020 4.7; 0.01
0.5200 !.54 1.;4
.3
!.0000 1;.4; 0.55
0.66
nitario directo por : m2 24.80
C-+#"-" P)&(#% S/. P-)(#- S/.
0.0;;# 1=.25 1.44
0.;;;# 1!.7! 12.20
0.4444 10.;# 4.;4
18.8
0.0220 2.;7 0.0=
0.01=0 4!.00 0.=#
0.1170 17.20 2.010.;500 !.54 !.01
6.77
!.0000 1;.4; 0.55
0.66
nitario directo por : m2 18.29
C-+#"-" P)&(#% S/. P-)(#- S/.
0.0==7 1=.25 1.0;
0.===7 1!.7! #.15
0.2200 10.;# 2.40
12.=3
0.0220 2.;7 0.0=
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0.01;0 4!.00 0.77
0.1200 17.20 2.0=
0.0044 4.7; 0.02
0.=000 !.54 2.12
6.03
5.0000 12.=! 0.=!
0.=3
unitario directo por : m 10.18
C-+#"-" P)&(#% S/. P-)(#- S/.
0.0!;1 1=.25 0.=2
0.!;10 1!.7! 5.2!
0.1257 10.;# 1.!7
7.22
0.00;; 2.;7 0.0!
0.00#= 4!.00 0.41
0.07=0 17.20 1.!1
0.2400 !.54 0.;5
2.=0
5.0000 7.22 0.!=
0.3=
nitario directo por : m2 41.63
C-+#"-" P)&(#% S/. P-)(#- S/.
0.0444 1=.25 0.72
0.4444 1!.7! =.10
0.4444 10.;# 4.;4
11.==
1.0000 2#.=2 2#.=2
2.=2
!.0000 11.== 0.!5
0.36
nitario directo por : m2 46.99
C-+#"-" P)&(#% S/. P-)(#- S/.
0.0;;# 1=.25 1.44
0.;;;# 1!.7! 12.20
0.2#!! 10.;# !.1#
1=.83
0.0270 4!.00 1.1=
0.1#00 17.20 !.27
0.1#50 5.7! 1.12
0.00=0 4.7; 0.0!
1.0500 22.#! 24.0;
2.==
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!.0000 1=.;! 0.50
0.60
nitario directo por : m2 21.02
C-+#"-" P)&(#% S/. P-)(#- S/.
0.0;00 1=.25 1.!0
0.4000 1!.7! 5.4#0.=000 10.;# =.5!
13.32
0.0200 4!.00 0.;=
0.0!;0 52.5= 2.00
0.15;0 17.20 2.72
0.!=00 2.!# 0.;=
0.1;00 4.7; 0.;=
7.30
!.0000 1!.!2 0.40
0.0
nitario directo por : m2 43.85
C-+#"-" P)&(#% S/. P-)(#- S/.
0.02=7 1=.25 0.4!
0.2==7 12.05 !.21
0.5!!! 10.;# 5.;1
.6
1.0200 !!.45 !4.12
3.12
!.0000 #.45 0.2;
0.28
nitario directo por : m2 41.61
C-+#"-" P)&(#% S/. P-)(#- S/.
0.0==7 1=.25 1.0;
0.===7 1!.7! #.15
0.2200 10.;# 2.40
12.=3
0.0210 4!.00 0.#0
0.1#00 17.20 !.27
1.0500 22.17 2!.2;
0.1#50 5.7! 1.12
0.00=0 4.7; 0.0!
28.=0
!.0000 12.=! 0.!;
0.38
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unitario directo por : u 846.96
C-+#"-" P)&(#% S/. P-)(#- S/.
0.;000 1=.25 1!.00
;.0000 1!.7! 10#.;4
;.0000 12.05 #=.40
21.2
1.0000 =21.14 =21.14
=21.1
!.0000 21#.24 =.5;
=.68
unitario directo por : u 508.08
C-+#"-" P)&(#% S/. P-)(#- S/.
0.4000 1=.25 =.50
4.0000 1!.7! 54.#2
1.!200 10.;# 14.!7
76.7
1.0000 4!0.02 4!0.02
30.02
!.0000 75.7# 2.27
2.27
unitario directo por : u 409.15
C-+#"-" P)&(#% S/. P-)(#- S/.
0.4000 1=.25 =.50
4.0000 1!.7! 54.#2
4.0000 12.05 4;.20
10.=2
1.0000 2#=.24 2#=.24
2=.2
!.0000 10#.=2 !.2#
3.2
unitario directo por : u 407.09
C-+#"-" P)&(#% S/. P-)(#- S/.
0.;000 1=.25 1!.00
;.0000 1!.7! 10#.;4
1=.0000 10.;# 174.24
27.08
0.1000 ;.=0 0.;=
0.7500 2!.;# 17.#2
0.=170 2;.=7 17.=#
1.1170 !0.5; !4.1=
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70.=3
2.0000 2#7.0; 5.#4
1.0000 4.7; 4.7;
2.0000 14.!! 2;.==
3.38
itario directo por : p>a 87.98
C-+#"-" P)&(#% S/. P-)(#- S/.
0.1!!! 1=.25 2.17
1.!!!! 1!.7! 1;.!1
20.8
1.0000 ==.;# ==.;#
==.8
!.0000 20.4; 0.=1
0.=1
itario directo por : p>a 64.09
C-+#"-" P)&(#% S/. P-)(#- S/.
0.1!!! 1=.25 2.17
1.!!!! 1!.7! 1;.!1
20.8
1.0000 4!.00 4!.00
3.00
!.0000 20.4; 0.=1
0.=1
itario directo por : p>a 7.70
C-+#"-" P)&(#% S/. P-)(#- S/.
0.0!!! 1=.25 0.540.!!!! 1!.7! 4.5;
6.12
1.0000 2.!# 2.!#
2.3
!.;000 5.12 0.1#
0.1
nitario directo por : p2 5.16
C-+#"-" P)&(#% S/. P-)(#- S/.
0.0100 1=.25 0.1=
0.1000 1!.7! 1.!7
1.63
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0.0100 #.5= 0.10
1.0500 !.!4 !.51
3.=1
1.0000 1.5! 0.02
0.02
nitario directo por : m2 9.03
C-+#"-" P)&(#% S/. P-)(#- S/.
0.01=0 1=.25 0.2=
0.1=00 1!.7! 2.20
0.0;00 10.;# 0.;7
3.33
0.04=0 4=.;2 2.15
0.1!00 2=.7= !.4;
6.=3
2.0000 !.!! 0.07
0.07
nitario directo por : m2 9.57
C-+#"-" P)&(#% S/. P-)(#- S/.
0.01;= 1=.25 0.!0
0.1;=0 1!.7! 2.55
0.0#!0 10.;# 1.01
3.8=
0.04=0 4=.;2 2.15
0.1!00 2=.7= !.4;
6.=3
2.0000 !.;= 0.0;
0.08