1. ESTR 1.1 TRABAJOS PR 1.2 MOVIMIENTO 1.2.1 EX 1.2.2 RE 1.2.3ELI 1.3 OBRAS DE C 1.3.1 CI 1.3.2 FAL 1.3.3 VE 1.3.4 ZA 1.4 OBRAS DE C 1.4.1 ZA 1.4.2 CO 1.4.3 VIG 1.4.4 DA
REHABILITACIN REHABILITACIN DE CASETA CASETA DE SUBESTACIN SUBESTACIN PARA PARA EL EL ACELERMETR ACELERMETR
CTURAS ELIMINARES
2.1 MUROS Y TABI#UES DE ALBA$ILER!A
DE D E TIERRAS
2.2 REVO#UES ENLUCIDOS Y MOLDURAS
AVACION
2.3 CIELORASOS
LENOS
2.4 ZOCALO Y CONTRAZOCALO
INACION MAT.EXC.
2.% CUBIERTAS
NCRETO SIMPLE
2.& VIDRIOS' CRISTALES Y SIMILARES
IENTOS Y S/C SO PISO EDA EXT. EXT. DE C° ATA NCRETO ARMADO ATA
2. AR#UITECTURA
UMNA A O DE CONCRETO
O DE LA FACULTAD DE INGENIER!A CIVIL " UNASAM
3. INSTALACIONES ELECTRICAS 3.1 ALUMBRADO 3.2 INTERRUPTOR
4. GESTIN DEL PR 4.1 G()*+,- ( I-*( 4.1.1 A* ( C
3.3 TOMACORRIENTES
4.2 P- ( G()*+5-
3.4 TUBER!A PVC 7 P 28MMD
4.3 G()*+,- ( A
3.9 CONDUCTORES LSOH
4.3.1 EDT
3.% SUB TABLERO DE DISTRIBUCIN
4.3.3 D++,-0+
YECTO
0+,
,-)*+*+,( P0,6(*,) -(
,
1 ESTRUCT 1.1 TRABAJOS PRELIM 1.2 MOVIMIENTO DE 1.3 OBRAS DE CONC 1.4 OBRAS DE CONC
REHABILITACIN DE CASETA DE SUBESTACIN PARA EL ACELER
CONSTRUCCIN
URAS
2 AR#UITECTURA
INARES
2.1 MUROS Y TABI#UES DE ALBA$ILER!A
IERRAS
2.2 REVO#UES ENLUCIDOS Y MOLDURAS
ETO SIMPLE
2.3 CIELORASOS
ETO ARMADO
2.4 ZOCALO Y CONTRAZOCALO 2.% CUBIERTAS 2.& VIDRIOS' CRISTALES Y SIMILARES
METRO DE LA FACULTAD DE INGENIER!A CIVIL " UNASAM
GESTIN DEL PR
3 INSTALACIONES ELECTRICAS 3.1 ALUMBRADO 3.2 TOMACORRIENTES
4.1 A* ( C,-)* 4.2 P- ( G()*+5- 4.3 L+-( B)( (
3.3 TUBER!A PVC 7 P 28MMD
4.3.1 A-(
3.4 CONDUCTORES LSOH
4.3.2 EDT
3.9 SUB TABLERO DE DISTRIBUCIN
4.3.3 D++,-
YECTO
+*+5
P0,6(*,) A-( ( P0,6(*,
0+,
METRADO ITEM
ACTIVIDAD
81 ESTRUCTURAS 81.81 TRABAJOS PRELIMINARES 81.81.81 L+:;+(< ( *(00(-, 81.81.82 T0<, -+=(() 6 0(;-*(, 81.82 MOVIMIENTO DE TIERRAS 81.82.81 EXCAVACIONES 81.82.81.81 E>=+,-() ( <-?) ;0 +:+(-*,) 81.82.81.82 E>=+,-() ( <;*) 81.82.82 RELLENOS 81.82.82.81 R((-, ,- M*(0+ ( Z,- 81.82.82.82 N+=(+5- I-*(0+,0 6 A;+),-, 81.82.83 ELIMINACIÓN DE MATERIAL EXCEDENTE 81.82.83.81 E+:+-+5- ( :*(0+ (>((-*( 81.83 OBRAS DE CONCRETO SIMPLE 81.83.81 CIMIENTOS Y SOBRECIMIENTOS 81.83.81.81 C+:+(-*,) C,00+,) C@H 1@ 38 P.M. 81.83.81.82 S,0(+:+(-*, C,-0(*, 148 /:2 81.83.81.83 S,0(+:+(-*, E-,0, 6 D()(-,0, 81.83.82 FALSO PISO 81.83.82.81 F), ;+), ( 18 :. 81.83.82.82 P+), ;+, 148 /:2 ( 9 :. 81.83.83 VEREDA EXTERIOR DE CONCRETO 81.83.83.81 C,0*( );(0K+ :- )* 8.48 : 81.83.83.82 AK0:, ( 4 ;0 =(0() 81.83.83.83 C,-0(*, ( =(0() 1&9 /:2 ( 28 :. 81.83.83.84 E-,0, 6 ()(-,0, -,0: 81.84 OBRAS DE CONCRETO ARMADO 81.84.81 ZAPATAS 81.84.81.81 C,-0(*, 218 /:2 81.84.81.82 A(0, (- <;*) 81.84.82 COLUMNAS 81.84.82.81 C,-0(*, 218 /:2 81.84.82.82 E-,0, 6 ()(-,0, -,0: 81.84.82.83 A(0, (- ,:-) 81.84.83 VIGAS 81.84.83.81 C,-0(*, (- =+) 218 /:2 81.84.83.82 E-,0, 6 ()(-,0, -,0: 81.84.83.83 A(0, (- =+) 81.84.84 DADO DE CONCRETO 81.84.84.81 C,-0(*, 218 /:2 82 ARQUITECTURA
U-+
:2 :2
:3 :3 :3 :2 :3
:3 :3 :2 :2 :2 :3 :2 :2 :2
:3 :3 :2 :3 :2 :3
82.81 MUROS Y TABIQUES DE ALBAÑILERÍA 82.81.81 M0, ( 0+, 0+ 1H ( S, 82.82 REVOQUES ENLUCIDOS Y MOLDURAS 82.82.81 T00?(, ( M0, I-*(0+,0 0,*, 82.82.82 T00?(, ( M0, E>*(0+,0 0,*, 82.83 CIELORRASOS 82.83.81 C+(,0), ,- )+)*(: D06 ( 9 :. 82.84 ZOCALOS Y CONTRAZOCALOS 82.84.81 Z5, ( C(:(-*, P+, 8.18 :. 82.84.82 C,-*0<5, ( C(0:+, ,,0 0, 8.38 :. 82.89 CUBIERTAS 82.89.81 C,(0*0 *+;, *(? -+- 82.89.82 V+) ( M(0 82.8% VIDRIOS, CRISTALES Y SIMILARES 82.8%.81 C0+)* C0, ,,0 0,-( S+)*(: D+0(*, % ::. 83 INSTALACIONES ELÉCTRICAS INTERIORES 83.81 S+ ( :0, ;0 *(, 83.82 I-*(00;*,0 S+:;( 83.83 S+ ;0 *,:,00+(-*( ,( 83.84 T(0 PVC 7 P 28MMD 83.89 C,-*,0 LSOH DE 2.9 ::2 7 ALUMBRADO 83.8% C,-*,0 LSOH DE 4 ::2 7 T,:,00+(-*(Q 83.8& S *(0, ( +)*0++5-
:2 :2 :2 :2 :2 : :2 : :2 ;*, ;*, ;*, : : : -.
P0(+,
P0+
+(:;, H,0)
M(*0,
R(-+:+(-*,
D0+5+)Q
18.9 18.9
48 988
8.2% 8.82
1.& 3.2%
1.8 34.23
2.18 8.1&
1.8 1.8
3.9 3
8.31 8.3%
1&.%9 28.%8
1.8% 22.29
&.41 .%4
8.&2 .&
8
8.8 8.11
1&.12 3.4
12.33 38.%
2.1% 2.%4
3.
28
8.1
18.&
42.2
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1.8 8.91 9.92
12.9 19 1%
8.8 8.83 8.39
11.1 223.&1 38.%
28%.4 114.8 1%.39
2.8& 8.2 .2
&.2 &.2
39 18
8.21 8.&3
41.99 29.9
382.8 1.49
9.88 1&.98
8.% 1.9 1.9 8.
188 29 1%
8.8 8.82 8.8% 8.89
&.&3 18.4% 4%.34 39.28
4.%4 19.% %.91 2.1%
1.8 8.3% 1.44 1.28
8.9 44.12
29 488
8.82 8.11
21.1 3.4
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8.% 21.4 22.1
18 18 488
8.8& 2.1 8.9&
39.8 34.& 3.4
243. &%3.&4 .&1
1.%3 92.42 13.%
8.4& %.22 198.34
28 14 488
8.82 8.44 8.3
382.4% 34. 3.4
142.1% 21&.%4 92.34
8.9% 18.%% .82
1
18
8.18
3&&.%9
3&&.%9
2.48
23.4
19
1.9
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1188.22
29.2 2.84
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3.3 41&.81
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18
8.&3
33.&3
249.
1 11.2
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11.&2 9.8
11.&2 %4.%
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412.24 %4.%3
8.4
%
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1 1 2 21 & 18 1
9 9 38 488 488 2
8.28 8.13 8.48 8.&8 8.82 8.83 8.98
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14.%12
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Q
12%
CUADRO DE ASIGNACIÓN DE RECURSOS Y TIEMPO DE LAS ACTIVIDADES ITEM
ACTIVIDAD
81 ESTRUCTURAS 81.81 TRABAJOS PRELIMINARES 81.81.81 L+:;+(< ( *(00(-,
81.81.82 T0<, -+=(() 6 0(;-*(, 81.82 MOVIMIENTO DE TIERRAS 81.82.81 EXCAVACIONES 81.82.81.81E>=+,-() ( <-?) ;0 +:+(-*,) 81.82.81.82 E>=+,-() ( <;*) 81.82.82 RELLENOS 81.82.82.81 R((-, ,- M*(0+ ( Z,- 81.82.82.82 N+=(+5- I-*(0+,0 6 A;+),-, 81.82.83 ELIMINACIÓN DE MATERIAL EXCEDENTE 81.82.83.81 E+:+-+5- ( :*(0+ (>((-*( 81.83 OBRAS DE CONCRETO SIMPLE 81.83.81 CIMIENTOS Y SOBRECIMIENTOS 81.83.81.81 C+:+(-*,) C,00+,) C@H 1@ 38 P.M. 81.83.81.82 S,0(+:+(-*, C,-0(*, 148 /:2 81.83.81.83 S,0(+:+(-*, E-,0, 6 D()(-,0, 81.83.82 FALSO PISO 81.83.82.81 F), ;+), ( 18 :. 81.83.82.82 P+), ;+, 148 /:2 ( 9 :. 81.83.83 VEREDA EXTERIOR DE CONCRETO 81.83.83.81 C,0*( );(0K+ :- )* 8.48 : 81.83.83.82 AK0:, ( 4 ;0 =(0() 81.83.83.83 C,-0(*, ( =(0() 1&9 /:2 ( 28 :. 81.83.83.84 E-,0, 6 ()(-,0, -,0: 81.84 OBRAS DE CONCRETO ARMADO 81.84.81 ZAPATAS 81.84.81.81 C,-0(*, 218 /:2 81.84.81.82 A(0, (- <;*) 81.84.82 COLUMNAS 81.84.82.81 C,-0(*, 218 /:2 81.84.82.82 E-,0, 6 ()(-,0, -,0: 81.84.82.83 A(0, (- ,:-) 81.84.83 VIGAS 81.84.83.81 C,-0(*, (- =+) 218 /:2 81.84.83.82 E-,0, 6 ()(-,0, -,0: 81.84.83.83 A(0, (- =+) 81.84.84 DADO DE CONCRETO
UNID. METRADO
:2
18.9
:2
18.9
:3 :3
1.8 1.8
:3 :2
8.&2 .&
:3
3.
:3 :3 :2
1.8 8.91 9.92
:2 :2
&.2 &.2
:3 :2 :2 :2
8.% 1.9 1.9 8.
:3
8.9 44.12
:3 :2
8.% 21.4 22.1
:3 :2
8.4& %.22 198.34
81.84.84.81 C,-0(*, 218 /:2 82 ARQUITECTURA 82.81 MUROS Y TABIQUES DE ALBAÑILERÍA 82.81.81 M0, ( 0+, 0+ 1H ( S, 82.82 REVOQUES ENLUCIDOS Y MOLDURAS 82.82.81 T00?(, ( M0, I-*(0+,0 0,*, 82.82.82 T00?(, ( M0, E>*(0+,0 0,*, 82.83 CIELORRASOS 82.83.81 C+(,0), ,- )+)*(: D06 ( 9 :. 82.84 ZOCALOS Y CONTRAZOCALOS 82.84.81 Z5, ( C(:(-*, P+, 8.18 :. 82.84.82 C,-*0<5, ( C(0:+, ,,0 0, 8.38 :. 82.89 CUBIERTAS 82.89.81 C,(0*0 *+;, *(? -+- 82.89.82 V+) ( M(0 82.8% VIDRIOS, CRISTALES Y SIMILARES 82.8%.81 C0+)* C0, ,,0 0,-( S+)*(: D+0(*, % ::. 83 INSTALACIONES ELÉCTRICAS INTERIORES 83.81 S+ ( :0, ;0 *(, 83.82 I-*(00;*,0 S+:;( 83.83 S+ ;0 *,:,00+(-*( ,( 83.84 T(0 PVC 7 P 28MMD 83.89 C,-*,0 LSOH DE 2.9 ::2 7 ALUMBRADO 83.8% C,-*,0 LSOH DE 4 ::2 7 T,:,00+(-*(Q 83.8& S *(0, ( +)*0++5-
:3
1
:2
23.4
:2 :2
29.2 2.84
:2
&.2
:2 :
1 11.2
:2 :
18. 33.4
:2
8.4
;*, ;*, ;*, : : : -.
1 1 2 21 & 18 1
RECURSOS MATERIALES
CANT. MANO DE OBRA
OPERARIO PEON
CANT.
MAQ.Y EQUIPO
HERRAMIENTAS MANUALES
CANT.
ITEM
ACTIVIDAD
81 ESTRUCTURAS 81.81 TRABAJOS PRELIMINARES 81.81.81 L+:;+(< ( *(00(-, 81.81.82 T0<, -+=(() 6 0(;-*(, 81.82 MOVIMIENTO DE TIERRAS 81.82.81 EXCAVACIONES 81.82.81.81 E>=+,-() ( <-?) ;0 +:+(-*,) 81.82.81.82 E>=+,-() ( <;*) 81.82.82 RELLENOS 81.82.82.81 R((-, ,- M*(0+ ( Z,- 81.82.82.82 N+=(+5- I-*(0+,0 6 A;+),-, 81.82.83 ELIMINACIÓN DE MATERIAL EXCEDENTE 81.82.83.81 E+:+-+5- ( :*(0+ (>((-*( 81.83 OBRAS DE CONCRETO SIMPLE 81.83.81 CIMIENTOS Y SOBRECIMIENTOS 81.83.81.81 C+:+(-*,) C,00+,) C@H 1@ 38 P.M. 81.83.81.82 S,0(+:+(-*, C,-0(*, 148 /:2 81.83.81.83 S,0(+:+(-*, E-,0, 6 D()(-,0, 81.83.82 FALSO PISO 81.83.82.81 F), ;+), ( 18 :. 81.83.82.82 P+), ;+, 148 /:2 ( 9 :. 81.83.83 VEREDA EXTERIOR DE CONCRETO 81.83.83.81 C,0*( );(0K+ :- )* 8.48 : 81.83.83.82 AK0:, ( 4 ;0 =(0() 81.83.83.83 C,-0(*, ( =(0() 1&9 /:2 ( 28 : 81.83.83.84 E-,0, 6 ()(-,0, -,0: 81.84 OBRAS DE CONCRETO ARMADO 81.84.81 ZAPATAS 81.84.81.81 C,-0(*, 218 /:2 81.84.81.82 A(0, (- <;*) 81.84.82 COLUMNAS 81.84.82.81 C,-0(*, 218 /:2 81.84.82.82 E-,0, 6 ()(-,0, -,0: 81.84.82.83 A(0, (- ,:-) 81.84.83 VIGAS 81.84.83.81 C,-0(*, (- =+) 218 /:2 81.84.83.82 E-,0, 6 ()(-,0, -,0: 81.84.83.83 A(0, (- =+) 81.84.84 DADO DE CONCRETO 81.84.84.81 C,-0(*, 218 /:2 82 ARQUITECTURA
U-+
M(*0,
:2 :2
18.9 18.9
:3 :3
1.8 1.8
:3 :2
8.&2 .&
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3.
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1.8 8.91 9.92
:2 :2
&.2 &.2
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8.% 1.9 1.9 8.
:3
8.9 44.12
:3 :2
8.% 21.4 22.1
:3 :2
8.4& %.22 198.34
:3
1
82.81 MUROS Y TABIQUES DE ALBAÑILERÍA 82.81.81 M0, ( 0+, 0+ 1H ( S, 82.82 REVOQUES ENLUCIDOS Y MOLDURAS 82.82.81 T00?(, ( M0, I-*(0+,0 0,*, 82.82.82 T00?(, ( M0, E>*(0+,0 0,*, 82.83 CIELORRASOS 82.83.81 C+(,0), ,- )+)*(: D06 ( 9 :. 82.84 ZOCALOS Y CONTRAZOCALOS 82.84.81 Z5, ( C(:(-*, P+, 8.18 :. 82.84.82 C,-*0<5, ( C(0:+, ,,0 0, 8.38 :. 82.89 CUBIERTAS 82.89.81 C,(0*0 *+;, *(? -+- 82.89.82 V+) ( M(0 82.8% VIDRIOS, CRISTALES Y SIMILARES 82.8%.81 C0+)* C0, ,,0 0,-( S+)*(: D+0(*, % ::. 83 INSTALACIONES ELÉCTRICAS INTERIORES 83.81 S+ ( :0, ;0 *(, 83.82 I-*(00;*,0 S+:;( 83.83 S+ ;0 *,:,00+(-*( ,( 83.84 T(0 PVC 7 P 28MMD 83.89 C,-*,0 LSOH DE 2.9 ::2 7 ALUMBRADO 83.8% C,-*,0 LSOH DE 4 ::2 7 T,:,00+(-*(Q 83.8& S *(0, ( +)*0++5COSTO DIRECTO GASTOS GENERALES 3 UTILIDAD ! SUB TOTAL IGV "# PRESUPUESTO TOTAL
:2
23.4
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29.2 2.84
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1 11.2
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18. 33.4
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8.4
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1 1 2 21 & 18 1
P0(+, S/.Q
1.& 3.2%
1&.%9 28.%8 1&.12 3.4 18.&
11.1 223.&1 38.% 41.99 29.9 &.&3 18.4% 4%.34 39.28
21.1 3.4 39.8 34.& 3.4 382.4% 34. 3.4 3&&.%9
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