Presupuesto Presupuesto
030900 03090022
"CONST "CONSTRUC RUCCIO CION N DE LOSA LOSA DEPORT DEPORTIV IVA A EN LA I.E. I.E. 101 101104 - LA UNION" UNION"
Subpresupuesto
001
PRESUPUESTO GE GENERAL
Cliente
MUNICIPALIDAD DISTRITAL DE CHALAMARCA
Lugar
CAJAMARCA - CHOTA - CHALAMARCA
Item
De!#$!#%&
01
O,RAS PROVISIONALES
01.01 02
CARTEL DE OBRA 2.40X2.40
U&'.
Met(') *A+
Re&'#m#e&t) *,+
/e&te 'e t(() * C +
D(!#)& e( e& D(!#)& At('( '#( DA5*,6C+ e& '#(
un!
1.00
1.00
1.00
1.00
1.00
TRA,AJOS PRELIMINARES
02.01
L"P"E#A DE TERRE$O A$%AL
&2
'24.00
200.00
2.00
1.('
2.00
02.02
TRA#O ) REPLA$TEO
&2
'24.00
(00.00
1.2(
1.00
1.00
0*
MOVIMIENTO DE TIERRAS
0*.01
CORTE DE TERRE$O CO$ A+%"$AR"A
&*
2(4.(,
400.00
1.00
0.'4
1.00
0*.02
EL""$AC"O$ DE ATER"AL EXCEDE$TE
&*
2(4.(,
'4.00
1.00
*.-
4.00
0*.0*
$"/ELAC"O$ ) COPACTAC"O$ DE TERRE$O A $"/EL DE S%BRASA$TE
&2
'24.00
100.00
1.00
0.*(
1.00
0*.04
S%B BASE DE 0.20 .
&2
'24.00
*0.00
2.00
10.40
10.00
BASE DE 0.10 T
&2
'24.00
1(00.00
1.00
0.42
1.00
0*.0( 04
O,RAS DE CONCRETO
04.01
CO$CRETO E$ LOSA DEPORT"/A 3C1,( 567C2
&*
-.-1
22.(0
1.00
4.40
4.00
04.02
E$CORADO ) DESE$CORADO LOSA DEPORT"/A
&2
4,.,0
1(.00
21.00
0.1(
1.00
&
2*,.0
(0.00
*.00
1.(-
2.00
2.00
1.00
1.00
2.00
2.00
&
40.00
120.00
2.00
1.,0
2.00
1.00
0( 0(.01 0' 0'.01 0, 0,.01 0 0.01
JUNTAS DE CONSTRUCCION 8%$TAS ASALT"CAS EUIPAMIENTO ARCOS DE %LB"TO CO$ TABLERO DE BAS5ETBALL 6"RATOR"OS
un!
PINTURA P"$T%RA E$ LOSA DEPORT"/A GRADERIAS TRA,AJOS PRELIMINARES
0.01.01
L"P"E#A DE TERRE$O A$%AL
&2
42.1-
200.00
1.00
0.21
0.01.02
TRA#O ) REPLA$TEO
&
2'.*,
(00.00
1.00
0.0(
1.00
0.01.0*
COPACTAC"O$ CO$ A+%"$AR"A
&2
42.1-
1(.00
1.00
2.1
*.00
0.02
O,RAS DE CONCRETO CONCRETO SIMPLE
0.02.01
E$CORADO ) DESE$CORADO
&2
*4.(1
(.00
2.00
*.4(
*.00
0.02.02
CO$CRETO C"CLOPEO C140 567C2 9 ,0 : P6.
&*
2-.,2
24.00
1.00
1.24
1.00
&2
'1.*4
40.00
1.00
1.(*
2.00
&2
'1.*4
**.00
1.00
1.'
2.00
&*
1-.'-
'.00
1.00
*.2
*.00
1.00
1.00
1.00
1.00
1.00
0.0* 0.0*.01 0.04 0.04.01 00-.01 10 10.01
REVOUES ENLUCIDOS MOLDURAS MOLDURAS RE/EST""E$TO E$ 6RADER"AS ) ESTRADO 1(&& PINTURA EN GRADERIAS P"$T%RA E$ 6RADER"AS ) ESTRADO MURO DE CONTENCION %RO DE CO$TE$C"O$ DE P"EDRA ) ORTERO C;A 1;( /LETES LETE TERRESTRE
6L B
Análisis de precios unitarios
Presupuesto
0309002 "CONSTRUCCION DE LOSA DEPORTIVA EN LA I.E. 101104 - LA UNION"
Subpresupuesto
001 PRESUPUESTO GENERAL
Parti!a
01.01
CARTEL DE O,RA 2.4072.40M
Ren!i&iento
&'5DIA
C%'#8)
De!#$!#%& Re!)
02*--000-(
CARTEL DE OBRA "$C."$STALAC"O$ ) TRA$SP
1
E+.
Costo unitario !ire
C('#(
700.00
C(&t#'('
Pe!#) S5.
P(!#( S5.
1.0000
,00.00
,00.00
M(te#(e 6LB
00.00 Parti!a
02.01
LIMPIE:A DE TERRENO MANUAL
Ren!i&iento
m25DIA
C%'#8)
De!#$!#%& Re!)
200.0000
E+. 200.0000 U'('
Costo unitario !ire
0.12
C('#(
C(&t#'('
Pe!#) S5.
1.0000
0.0400
*.00
P(!#( S5.
M(&) 'e O( 014,010004
PEO$
==
0.12 0.12
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
0.12 0.00
Parti!a
02.02
TRA:O REPLANTEO
Ren!i&iento
m25DIA
C%'#8)
De!#$!#%& Re!)
014,0000*2
TOPO6RAO
014,010002 014,010004
<00.0000
E+. <00.0000 U'('
Costo unitario !ire
4.30
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
==
1.0000
0.01'0
(.(0
0.0-
OPERAR"O
==
1.0000
0.01'0
(.00
0.0
PEO$
==
1.0000
0.01'0
*.00
0.0(
M(&) 'e O(
0.22 M(te#(e 02020100''
CLA/OS *?
@g
0.0200
(.00
0.10
022-0*0004
)ESO
BOL
0.0200
'.00
0.12
022-220001
CORDEL
&
0.0200
(.00
0.10
0244010000
ESTACA DE ADERA
p2
1.(000
2.(0
*.,( 4.0
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
0.22
0.01 0.01
Parti!a
03.01
CORTE DE TERRENO CON MAUINARIA
Ren!i&iento
m35DIA
C%'#8)
De!#$!#%& Re!)
400.0000
E+. 400.0000 U'('
Costo unitario !ire
2.06
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
M(&) 'e O( 014,010002
OPERAR"O
==
2.0000
0.0400
(.00
0.20
014,010004
PEO$
==
1.0000
0.0200
*.00
0.0' 0.2=
E;#$) 0*4-000-*
TRACTOR D'
=&
1.0000
0.0200
-0.00
1.0 1.>0
Parti!a
03.02
ELIMINACION DE MATERIAL E7CEDENTE
Ren!i&iento
m35DIA
C%'#8)
De!#$!#%& Re!)
E+. =4.0000
=4.0000
U'('
Costo unitario !ire
8.66
C('#(
C(&t#'('
Pe!#) S5.
*.0000
0.*,(0
*.00
P(!#( S5.
M(&) 'e O( 014,010004
PEO$
==
1.1* 1.13
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
0*411000*
/OL+%ETE DE *
=&
1.0000
*.0000
1.1*
0.12(0
'0.00
0.0* ,.(0 .<3
Parti!a
03.03
NIVELACION COMPACTACION DE TERRENO A NIVEL DE SU,RASANTE
Ren!i&iento
m25DIA
C%'#8)
De!#$!#%& Re!)
014,010004
PEO$
E+. 1?>00.0000
1?>00.0000
U'('
Costo unitario !ire
0.86
C('#(
C(&t#'('
Pe!#) S5.
(.0000
0.0222
*.00
P(!#( S5.
M(&) 'e O( ==
0.0, 0.0
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
0.0,
0*4-0*001*
ROD"LLO L"SO /"BR A%TOP ,0100 >P ,- T.
=&
1.0000
0.0044
0.00
0.*(
0*4-0-0000
OTO$"/ELADORA DE 12( >P
=&
1.0000
0.0044
100.00
0.44 0.9
Parti!a
03.04
SU, - ,ASE DE 0.20 M.
Ren!i&iento
m25DIA
C%'#8)
De!#$!#%& Re!)
E+. 30.0000
30.0000
U'('
Costo unitario !ire
13.30
C('#(
C(&t#'('
Pe!#) S5.
*.0000
0.000
*.00
P(!#( S5.
M(&) 'e O( 014,010004
PEO$
==
2.40 2.40
M(te#(e 020(0000*1
P"EDRA 6RA$DE DE '?
&*
0.2,00
40.00
10.0
02*-0(0000
A6%A
&*
0.02-0
1.00
0.0* 10.>3
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
2.40
0.0, 0.0
Parti!a
03.0<
,ASE DE 0.10 MT
Ren!i&iento
m25DIA
C%'#8)
De!#$!#%& Re!)
014,010004
PEO$
1?<00.0000
E+. 1?<00.0000 U'('
Costo unitario !ire
4.97
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
'.0000
0.0*20
*.00
0.10
M(&) 'e O( ==
0.10 M(te#(e 020(010000
A"RADO
&*
0.1*00
*0.00
*.-0
02*-0(0000
A6%A
&*
0.01(0
1.00
0.02 3.92
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
0.10
0*4-0*001*
ROD"LLO L"SO /"BR A%TOP ,0100 >P ,- T.
=&
1.0000
0.00(*
0.00
0.42
0*4-0-0000
OTO$"/ELADORA DE 12( >P
=&
1.0000
0.00(*
100.00
0.(* 0.9<
Parti!a
04.01
CONCRETO EN LOSA DEPORTIVA /@C1< G5CM2
Ren!i&iento
m35DIA
C%'#8)
De!#$!#%& Re!)
014,010002
OPERAR"O
014,01000*
O"C"AL
014,010004
PEO$
E+. 22.<000
22.<000
U'('
Costo unitario !ire
340.77
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
*.0000
1.0'',
(.00
(.**
==
1.0000
0.*(('
4.00
1.42
==
11.0000
*.-111
*.00
11.,*
M(&) 'e O( ==
1>.4> M(te#(e 020(00000*
P"EDRA C>A$CADA DE 172?
&*
0.000
,0.00
('.00
020(010004
ARE$A 6R%ESA
&*
0.,-(0
,0.00
((.'(
0221000000
CEE$TO PORTLA$D T"PO " 42.(56
BOL
.''00
2*.(0
20*.(1
02*-0(0000
A6%A
&*
0.100
1.00
0.1 31<.34
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
1.4
0.((
0*4-0,0004
/"BRADOR DE CO$CRETO 4 >P 2.40?
=&
1.0000
0.*(('
.00
2.4
0*4-100011
E#CLADORA CO$CRETO TROPO >P - P*
=&
1.0000
0.*(('
10.00
*.(' =.9<
Parti!a
04.02
ENCO/RADO DESENCO/RADO LOSA DEPORTIVA
Ren!i&iento
m25DIA
C%'#8)
De!#$!#%& Re!)
1<.0000
E+. 1<.0000 U'('
Costo unitario !ire
17.24
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
M(&) 'e O( 014,010002
OPERAR"O
==
1.0000
0.(***
(.00
2.',
014,01000*
O"C"AL
==
1.0000
0.(***
4.00
2.1* 4.>0
M(te#(e 02020100''
CLA/OS *?
@g
0.1'00
(.00
0.0
0202040010
ALABRE $E6RO $
@g
0.2'00
(.00
1.*0
024*'0001
ADERA PARA E$CORADO
p2
*.4000
*.00
10.20 12.30
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
4.0
0.14 0.14
Parti!a
0<.01
JUNTAS AS/ALTICAS
Ren!i&iento
m5DIA
C%'#8)
De!#$!#%& Re!)
014,01000*
O"C"AL
014,010004
PEO$
<0.0000
E+. <0.0000 U'('
Costo unitario !ire
3.95
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
==
1.0000
0.1'00
4.00
0.'4
==
1.0000
0.1'00
*.00
M(&) 'e O( 0.4 1.12 M(te#(e 0204000000
ARE$A "$A
&*
0.0020
,0.00
0.14
021*00000'
ASALTO RC2(0
gln
0.1**0
20.00
2.'' 2.>0
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
1.12
0.0* 0.03
Parti!a
0=.01
ARCOS DE /UL,ITO CON TA,LERO DE ,ASET,ALL GIRATORIOS
1
Ren!i&iento
&'5DIA
C%'#8)
De!#$!#%& Re!)
E+.
Costo unitario !ire
C('#(
2,250.00
C(&t#'('
Pe!#) S5.
1.0000
22(0.00
P(!#( S5.
M(te#(e 022-'0000(
ARCOS DE %LB"TO 9 TABLERO DE BAS5ET 6"RATOR"O
un!
22(0.00 2?2<0.00
Parti!a
0.01
PINTURA EN LOSA DEPORTIVA
Ren!i&iento
m5DIA
C%'#8)
De!#$!#%& Re!)
014,010002
OPERAR"O
014,010004
PEO$
120.0000
E+. 120.0000 U'('
Costo unitario !ire
1.37
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
==
1.0000
0.0'',
(.00
0.**
==
2.0000
0.1***
*.00
M(&) 'e O( 0.40 0.3 M(te#(e 02(*0*002,
T>"$ER
gln
0.004,
12.(0
02(44(00,0
P"$T%RA DE TRA"CO
gln
0.01'0
*(.00
0.0' 0.(' 0.=2
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
0.,*
0.02 0.02
Parti!a
0>.01.01
LIMPIE:A DE TERRENO MANUAL
Ren!i&iento
m25DIA
C%'#8)
De!#$!#%& Re!)
014,010004
PEO$
200.0000
E+. 200.0000 U'('
Costo unitario !ire
0.12
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
1.0000
0.0400
*.00
0.12
M(&) 'e O( ==
0.12 E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
0.12 0.00
Parti!a
0>.01.02
TRA:O REPLANTEO
Ren!i&iento
m5DIA
C%'#8)
De!#$!#%& Re!)
<00.0000
E+. <00.0000 U'('
Costo unitario !ire
C(&t#'('
2.83
Pe!#) S5.
P(!#( S5.
M(&) 'e O( 014,01000*
O"C"AL
==
1.0000
0.01'0
4.00
0.0'
014,010004
PEO$
==
*.0000
0.040
*.00
0.14 0.20
M(te#(e 02020100''
CLA/OS *?
@g
0.(000
(.00
2.(0
022-0*0004
)ESO
BOL
0.0200
'.00
0.12 2.=2
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
0.20
0.01 0.01
Parti!a
0>.01.03
COMPACTACION CON MAUINARIA
Ren!i&iento
m25DIA
C%'#8)
De!#$!#%& Re!)
1<.0000
E+. 1<.0000 U'('
Costo unitario !ire
9.17
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
1.0000
0.(***
4.00
2.1*
M(&) 'e O( 014,01000*
O"C"AL
==
014,010004
PEO$
==
1.0000
0.(***
*.00
1.'0 3.3
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
0*4-0*0001
COPACTADOR /"BR. T"PO PLA$C>A 4 >P
=&
1.0000
*.0000
*.,*
0.(***
10.00
0.11 (.** <.44
Parti!a
0>.02.01
ENCO/RADO DESENCO/RADO
Ren!i&iento
m25DIA
C%'#8)
De!#$!#%& Re!)
014,010002
OPERAR"O
014,01000*
O"C"AL
==
1.0000
1.'000
4.00
'.40
014,010004
PEO$
==
2.0000
*.2000
*.00
-.'0
<.0000
E+. <.0000 U'('
Costo unitario !ire
44.76
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
1.0000
1.'000
(.00
.00
M(&) 'e O( ==
24.00 M(te#(e 02020100'4
CLA/OS 2 172?
@g
0.2000
(.00
1.00
024*'0001
ADERA PARA E$CORADO
p2
(.-*00
*.00
1,.,-
02'-010001
ALABRE $E6RO $ 1'
pa
0.2(00
(.00
1.2( 20.04
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
24.00
0.,2 0.2
Parti!a
0>.02.02
CONCRETO CICLOPEO /C140 G5CM2 B 0 PG.
Ren!i&iento
m35DIA
C%'#8)
De!#$!#%& Re!)
014,010002
OPERAR"O
014,01000*
O"C"AL
014,010004
PEO$
24.0000
E+. 24.0000 U'('
Costo unitario !ire
123.35
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
2.0000
0.''',
(.00
*.**
==
2.0000
0.''',
4.00
2.',
==
10.0000
*.****
*.00
10.00
M(&) 'e O( ==
1=.00 M(te#(e 020(00000*
P"EDRA C>A$CADA DE 172?
&*
0.1200
,0.00
.40
020(0000*1
P"EDRA 6RA$DE DE '?
&*
0.,000
40.00
2.00
020(010004
ARE$A 6R%ESA
&*
0.2(00
,0.00
1,.(0
0221000000
CEE$TO PORTLA$D T"PO " 42.(56
BOL
2.2(00
2*.(0
(2.
02*-0(0000
A6%A
&*
0.0-00
1.00
0.010=.>
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
1'.00
0.4 0.4>
Parti!a
0>.03.01
REVESTIMIENTO EN GRADERIAS ESTRADO 1
Ren!i&iento
m25DIA
C%'#8)
De!#$!#%& Re!)
014,010002
OPERAR"O
014,01000*
O"C"AL
014,010004
PEO$
40.0000
E+. 40.0000 U'('
Costo unitario !ire
11.77
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
==
1.0000
0.2000
(.00
1.00
==
1.0000
0.2000
4.00
0.0
==
0.(000
0.1000
*.00
M(&) 'e O(
0.*0 2.10
M(te#(e 0204000000
ARE$A "$A
&*
0.04(0
,0.00
*.1(
0221000000
CEE$TO PORTLA$D T"PO " 42.(56
BOL
0.2,*0
2*.(0
'.42
02*-0(0000
A6%A
&*
0.0420
1.00
0.04 9.=1
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
2.10
0.0' 0.0=
Parti!a
0>.04.01
PINTURA EN GRADERIAS ESTRADO
Ren!i&iento
m25DIA
C%'#8)
De!#$!#%& Re!)
E+. 33.0000
33.0000
U'('
Costo unitario !ire
4.63
C('#(
C(&t#'('
Pe!#) S5.
P(!#( S5.
M(&) 'e O( 014,010002
OPERAR"O
==
1.0000
0.2424
(.00
1.21
014,01000*
O"C"AL
==
1.0000
0.2424
4.00
0.-, 2.1>
M(te#(e 02(*0*002,
T>"$ER
gln
0.0(00
12.(0
02(41100-0
P"$T%RA ESALTE
gln
0.0(00
*(.00
0.'* 1.,( 2.3>
E;#$) 0**,010001
>ERRA"E$TAS A$%ALES
:O
*.0000
2.1
0.0, 0.0
Parti!a
09.01
MURO DE CONTENCION DE PIEDRA MORTERO CA 1<
Ren!i&iento
m35DIA
C%'#8)
De!#$!#%& Re!)
E+. =.0000
=.0000
U'('
Costo unitario !ire
56.98
C('#(
C(&t#'('
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