Página :
1
Fecha presupuesto
01/12/2013
S10
Análisis de precios unitarios
0205002 CREACION DE PISAS Y VEREDAS DEL SECTOR NUEVA NUEVA ESPERANZA DISTRITO SANTA SANTA CRUZ PROVINCIA DE SANTA CRUZ-CAJAMARCA CRUZ-CAJAMARCA
Presupuesto
001 PAVIMENTO PAVIMENTO RIGIDO RIGIDO Y CUNETAS CUNETAS Y VEREDAS
Subpresupuesto Partida
01.01
Rendimiento
gl/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
ALMACEN DE OBRA EQ.
Costo unitario directo por : glb
U*#","
C+,"(#ll,
3,600.00
C,*#","
P(%'#$ S/.
P,('#,l S/.
(.0000
(00.00
)(00.00
M,%(#,l%& 02102000!
"#Q$%#ER &E #'C"#
mes
300.00 Partida
01.02
Rendimiento
gl/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
CARTEL DE OBRA 3.0.20 0.5000
EQ. 0.5000
U*#","
Costo unitario directo por : glb
C+,"(#ll,
1,500.00
C,*#","
P(%'#$ S/.
P,('#,l S/.
1.0000
1)!00.00
1)!00.00
M,%(#,l%& 02*01!002(0002
C"R+E# &E ',R"
glb
1500.00 Partida
01.03
Rendimiento
gl/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
MOVILIZACION Y DESMOVILIZACION DE EUIPOS Y MAUINARIAS 1.0000
EQ. 1.0000
U*#","
Costo unitario directo por : glb
C+,"(#ll,
C,*#","
11,062.72
P(%'#$ S/.
P,('#,l S/.
E+#)$& 00110000-
R'&%##' #%S' "$+'PR'P$#S"&' 1011! /P 1012 +'
hm
.0000
2.0000
1.!
)22(.-0
0011(0001000!
C"R"&'R S',RE ##"+"S &E 12! /P 2.! 3d
hm
2.0000
1(.0000
120.00
1)*20.00
0011-00020001
+R"C+'R &E 'R$"S &E 1*020 /P
hm
2.0000
1(.0000
1-.-4
2)*!4.*2
001200001000
5'+'%6E#"&'R" 12! /P
hm
2.0000
1(.0000
1!1.2(
2)20.1(
00122000*
C"5%' C%S+ER" 72 8"gua9 122/P 2)000#
hm
1.0000
-.0000
(4.2
!4.-
1102.2 Partida
02.01
Rendimiento
42/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
LIMPIEZA MANUAL DEL TERRENO 250.0000
EQ. 250.0000
U*#","
Costo unitario directo por : m2
C+,"(#ll,
C,*#","
0.29
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000
'PER"R%'
hh
0.1000
0.002
12.00
0.0
010101000!
PE'
hh
1.0000
0.020
4.!0
0.2
0.2 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
!.0000
0.2-
0.01
0.01 Partida
02.02
Rendimiento
42/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
TRAZO Y REPLANTEO CON EUIPO 500.0000
EQ. 500.0000
U*#","
Costo unitario directo por : m2
C+,"(#ll,
C,*#","
.0000
0.0-0
0.92
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000!
PE'
hh
4.!0
0.(
0.3 M,%(#,l%& 021000010001
;ES' ,'#S" 2-
bol
0.0!00
.!0
0.1-
021010001
5"&ER" +'R%##'
p2
0.000
!.00
0.02
02*2010001
C'R&E#
m
0.04!0
0.0
0.02
0.22 E+#)$& 001000011
+E'&'#%+'
hm
1.0000
0.01(0
-.0
0.1
001000020
5%R"S ; ="#'ES
hm
2.0000
0.020
2.!2
0.0-
001000021
%6E# +'P'R"F%C'
hm
1.0000
0.01(0
4.!(
0.12
00101000(
/ERR"5%E+"S 5"$"#ES
mo
.0000
0.(
0.01
0.36 Partida
03.01
Rendimiento
43/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
CORTE DE MATERIAL SEMIROCOSO A NIVEL DE SUBRASANTE C/EUIPO 150.0000
EQ. 150.0000
U*#","
Costo unitario directo por : m
C+,"(#ll,
C,*#","
11.36
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000!
PE'
hh
2.0000
0.10(4
4.!0
0.-0
010101000(0001
'PER"&'R &E EQ$%P' PES"&'
hh
1.0000
0.0!
12.00
0.(
1.66
E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
0011-00020001
+R"C+'R &E 'R$"S &E 1*020 /P
hm
1.0000
!.0000
1.
0.04
0.0!
1-.-4
*.-!
7.72 Partida
03.02
Rendimiento
43/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
ELIMINACION DE MATERIAL CARG. MAUINARIA /VOLUETE M3 V8309M/: Y D829M 0.0000
EQ. 0.0000
U*#","
Costo unitario directo por : m
C+,"(#ll,
C,*#","
33.74
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000!
PE'
hh
0.***-
0.1
4.!0
1.00
010101000(0001
'PER"&'R &E EQ$%P' PES"&'
hh
2.000
0.2((4
12.00
.20
6.20 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
!.0000
.20
0.21
0011(0001000!
C"R"&'R S',RE ##"+"S &E 12! /P 2.! 3d
hm
0.***-
0.1
120.00
1(.00
00122000000!
C"5%' 6'#Q$E+E &E ( m
hm
0.***-
0.1
100.00
1.
27.56 Partida
03.03
Rendimiento
43/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
CON;ORMACION DE TERRAPLENES 1050.0000
EQ. 1050.0000
U*#","
Costo unitario directo por : m
C+,"(#ll,
C,*#","
(.0000
0.0!4
3.68
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000!
PE'
hh
4.!0
0.
0.36 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
.0000
0.
0.01
0011-0002
+R"C+'R &E 'R$"S
hm
1.0000
0.004(
220.00
1.(4
0011*00020001
R'&%##' 6%,R"+'R%' &;"P"C #%S' C"1!
hm
0.!000
0.00-
1.!
0.!1
001200001
5'+'%6E#"&'R"
hm
1.0000
0.004(
1!1.2(
1.1!
3.36 Partida
03.06
Rendimiento
42/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
BASE GRANULAR 1000.0000
EQ. 1000.0000
U*#","
Costo unitario directo por : m2
C+,"(#ll,
C,*#","
.0000
0.020
21.40
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000!
PE'
hh
4.!0
0.2
0.26 M,%(#,l%& 02040000
P%E&R" '6ER (>
m
0.!00
(0.00
0204040002
"$"
m
0.02*1
!.10
21.00 0.1!
21.15 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
!.0000
0.2
0.01
0.01 Partida
03.05
Rendimiento
42/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
PREPARACI?N BATIDO Y RELLENO MANUAL DEL A;IRMADO 1000.0000
EQ. 1000.0000
U*#","
Costo unitario directo por : m2
C+,"(#ll,
C,*#","
.0000
0.020
11.84
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000!
PE'
hh
4.!0
0.2
0.26 M,%(#,l%& 0204010001000!
"F%R5"&'
m
0.1!00
(0.00
*.00
0204040002
"$"
m
0.01!0
!.10
0.0-
7.0 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
00110000-
R'&%##' #%S' "$+'PR'P$#S"&' 1011! /P 1012 +'
hm
001200001000
5'+'%6E#"&'R" 12! /P
hm
00122000*
C"5%' C%S+ER" 72 8"gua9 122/P 2)000#
hm
.0000
0.2
0.01
1.0000
0.00-0
1.!
1.0-
1.0000
0.00-0
1!1.2(
1.21
0.000
0.002
(4.2
0.22
2.52 Partida
06.01
Rendimiento
42/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
ENCO;RADO Y DESENCO;RADO DE LOSA DE CONCRETO 1.0000
EQ. 1.0000
U*#","
Costo unitario directo por : m2
C+,"(#ll,
C,*#","
22.60
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000
'PER"R%'
hh
1.0000
0.
12.00
!.
010101000
'F%C%"#
hh
0.!000
0.2222
-.4!
1.*
.2 M,%(#,l%& 020010000001
"#"5,RE "#6"%?"&' @ -
0.100
.!0
0.!*
020120001000!
C#"6'S P"R" 5"&ER" C' C",E?" &E >
0.100
.!0
0.!*
021010001
5"&ER" +'R%##'
p2
2.-000
!.00
1.00
15.1 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
2.0000
4.24
0.1!
0.15 Partida
06.02
Rendimiento
43/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
LOSA DE CONCRETO @'8 210 g/'42 E80.204 15.0000
EQ. 15.0000
U*#","
Costo unitario directo por : m
404.86
C+,"(#ll,
C,*#","
P(%'#$ S/.
.0000
1.(000
12.00
P,('#,l S/.
M,*$ "% O(, 010101000
'PER"R%'
hh
1*.20
010101000
'F%C%"#
hh
1.0000
0.!
-.4!
.(4
010101000!
PE'
hh
10.0000
!.
4.!0
0.00
3. M,%(#,l%& 02040100010002
P%E&R" C/"C"&" 1A2>
m
0.-!00
-!.00
42.2!
02040200010002
"RE" R$ES"
m
0.(00
120.00
!!.20
0204040002
"$"
m
0.2100
!.10
1.04
021010001
CE5E+' P'R+#"& +%P' % 82.!
bol
*.100
21.00
1*1.*
320.6 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
!.0000
(.-4
.1*
0012*0001000!
6%,R"&'R &E C'CRE+' /P 1.!0>
hm
1.0000
0.!
12.!0
(.(4
0012*000000
5E?C#"&'R" &E C'CRE+' 11 P 81- /P9
hm
1.0000
0.!
20.00
10.(4
20.53 Partida
06.03
Rendimiento
4/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
CUNETA TRIANGULAR REVESTIDA @'815 g/'42 0.50 0.35 4 60.0000
EQ. 60.0000
U*#","
Costo unitario directo por : m
C+,"(#ll,
C,*#","
45.61
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000
'PER"R%'
hh
1.0000
0.2000
12.00
2.0
010101000
'F%C%"#
hh
1.0000
0.2000
-.4!
1.4!
010101000!
PE'
hh
1.0000
0.2000
4.!0
1.!0
010101000(0002
'PER"&'R &E EQ$%P' #%6%"'
hh
1.0000
0.2000
12.00
2.0
.05 M,%(#,l%& 02040100010002
P%E&R" C/"C"&" 1A2>
m
0.0410
-!.00
(.0
02040200010002
"RE" R$ES"
m
0.0!40
120.00
(.-
0204040002
"$"
m
0.01-0
!.10
0.0*
021010001
CE5E+' P'R+#"& +%P' % 82.!
bol
0.-!00
21.00
14.-!
30.2 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
.0000
-.0!
0.2
0012*0001000!
6%,R"&'R &E C'CRE+' /P 1.!0>
hm
1.0000
0.2000
12.!0
2.!0
0012*000000
5E?C#"&'R" &E C'CRE+' 11 P 81- /P9
hm
1.0000
0.2000
20.00
.00
.6 Partida
06.06
Rendimiento
4/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
JUNTAS AISLAMIENTO CON TE9NOPORT 1/2= 30.0000
EQ. 30.0000
U*#","
Costo unitario directo por : m
C+,"(#ll,
C,*#","
8.28
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000
'PER"R%'
hh
1.0000
0.2((4
12.00
.20
010101000!
PE'
hh
0.!000
0.1
4.!0
1.00
6.20 M,%(#,l%& 0210000010001
+EC'P'R &E 1A2>BB-
pln
0.1-00
21.!0
.-4
3. E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
!.0000
.20
0.21
0.21 Partida
06.05
Rendimiento
4/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
SELLADO DE JUNTAS CON AS;ALTO 1= 100.0000
EQ. 100.0000
U*#","
Costo unitario directo por : m
C+,"(#ll,
C,*#","
3.93
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000
'PER"R%'
hh
1.0000
0.0-00
12.00
0.*(
010101000!
PE'
hh
1.0000
0.0-00
4.!0
0.(0
1.5 M,%(#,l%& 02010!00010001
"SF"#+' RC2!0
gal
0.10
1!.2!
2.0
02040200010001
"RE" F%"
m
0.0020
10.00
0.2(
2.27 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
!.0000
1.!(
0.0-
0.0 Partida
06.0.01
Rendimiento
4/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
PINTURA DE TRA;ICO 70.0000
EQ. 70.0000
U*#","
Costo unitario directo por : m
C+,"(#ll,
C,*#","
3.75
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000
'PER"R%'
hh
1.0000
0.0--*
12.00
1.04
010101000!
PE'
hh
2.0000
0.144-
4.!0
1.
2.60 M,%(#,l%& 020100002
B%#'#
gal
0.000
!0.-!
0.1!
02002001( 02*2010001
P%+$R" ES5"#+E P"R" +RDF%C'
gal
0.0100
!0.-!
0.!1
C'R&E#
m
2.0000
0.0
02*201000!
0.(0
,R'C/"
und
0.0020
12.00
0.02
1.2 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
.0000
2.0
0.04
0.0 Partida
05.01
Rendimiento
42/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
LIMPIEZA MANUAL DEL TERRENO 250.0000
EQ. 250.0000
U*#","
Costo unitario directo por : m2
C+,"(#ll,
C,*#","
0.29
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000
'PER"R%'
hh
0.1000
0.002
12.00
0.0
010101000!
PE'
hh
1.0000
0.020
4.!0
0.2
0.2 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
!.0000
0.2-
0.01
0.01 Partida
05.02
Rendimiento
42/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
TRAZO Y REPLANTEO CON EUIPO 500.0000
EQ. 500.0000
U*#","
Costo unitario directo por : m2
C+,"(#ll,
C,*#","
.0000
0.0-0
0.92
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000!
PE'
hh
4.!0
0.(
0.3 M,%(#,l%& 021000010001
;ES' ,'#S" 2-
bol
0.0!00
.!0
0.1-
021010001
5"&ER" +'R%##'
p2
0.000
!.00
0.02
02*2010001
C'R&E#
m
0.04!0
0.0
0.02
0.22 E+#)$& 001000011
+E'&'#%+'
hm
1.0000
0.01(0
-.0
0.1
001000020
5%R"S ; ="#'ES
hm
2.0000
0.020
2.!2
0.0-
001000021
%6E# +'P'R"F%C'
hm
1.0000
0.01(0
4.!(
0.12
00101000(
/ERR"5%E+"S 5"$"#ES
mo
.0000
0.(
0.01
0.36 Partida
0.01
Rendimiento
43/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
CORTE MANUAL TERRENO SEMIROCOSO A NIVEL DE SUBRASANTE 25.0000
EQ. 25.0000
U*#","
Costo unitario directo por : m
C+,"(#ll,
C,*#","
.0000
1.2-00
9.89
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000!
PE'
hh
4.!0
*.(0
7.0 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
.0000
*.(0
0.2*
0.27 Partida
0.02
Rendimiento
43/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
ELIMINACION DE MATERIAL CARG. MAUINARIA /VOLUETE M3 V8309M/: Y D829M 0.0000
EQ. 0.0000
U*#","
Costo unitario directo por : m
C+,"(#ll,
C,*#","
33.74
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000!
PE'
hh
0.***-
0.1
4.!0
1.00
010101000(0001
'PER"&'R &E EQ$%P' PES"&'
hh
2.000
0.2((4
12.00
.20
6.20 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
!.0000
.20
0.21
0011(0001000!
C"R"&'R S',RE ##"+"S &E 12! /P 2.! 3d
hm
0.***-
0.1
120.00
1(.00
00122000000!
C"5%' 6'#Q$E+E &E ( m
hm
0.***-
0.1
100.00
1.
27.56 Partida
0.03
NIVELACION Y COMPACTACION DE SUB-RASANTE CON EUIPO LIVIANO
Rendimiento
42/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
150.0000
EQ. 150.0000
U*#","
Costo unitario directo por : m2
C+,"(#ll,
C,*#","
2.22
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000!
PE'
hh
.0000
0.1(00
4.!0
1.20
010101000(0002
'PER"&'R &E EQ$%P' #%6%"'
hh
1.0000
0.0!
12.00
0.(
1.6 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
001100001
C'5P"C+"&'R" 6%,R"+'R%" +%P' P#"C/" 4 /P
hm
0.!000
.0000
1.-
0.0(
0.02(4
12.00
0.2
0.3 Partida
0.06
Rendimiento
42/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
BASE GRANULAR 1100.0000
EQ. 1100.0000
U*#","
Costo unitario directo por : m2
C+,"(#ll,
C,*#","
.0000
0.02*1
18.38
P(%'#$ S/.
P,('#,l S/.
M,*$ "% O(, 010101000!
PE'
hh
4.!0
0.22
0.22 M,%(#,l%& 02040000
P%E&R" '6ER (>
m
0.000
(0.00
0204040002
"$"
m
0.02*1
!.10
1-.00 0.1!
1.15 E+#)$& 00101000(
/ERR"5%E+"S 5"$"#ES
mo
!.0000
0.22
0.01
0.01 Partida
0.05
Rendimiento
42/DIA
C!"#g$
D%&'(#)'#!* R%'+(&$
BASE GRANULAR E80.15 4.COMPACTADA 10.0000
EQ. 10.0000
U*#","
Costo unitario directo por : m2
C+,"(#ll,
C,*#","
17.74
P(%'#$ S/.
P,('#,l S/.
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43/DIA
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396.42
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42/DIA
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ENCO;RADO Y DESENCO;RADO DE VEREDAS 1.0000
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84.68
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4/DIA
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JUNTA DE DILATACION TE9NOPORT %81= SELLADAS CON AS;ALTO 30.0000
EQ. 30.0000
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1.0000
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11.04
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