Analisis de Precios Unitarios-reservorio Apoyado

7/26/2019 Analisis de Precios Unitarios-reservorio Apoyado

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S10 Pgina : 1

Anlisis de precios unitarios

Presupuesto AMPLIACION Y MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y SANEAMIENTO EN LA LOCALIDAD DE LAREDO- PROVINCIA DE TRUJILLO, LA LIBERTAD"

Subpresupuesto 003 RESERVORIO APOYADO RAP-01 Fecha presupuesto 21/01/2014

Partida 07.01.01 TRAO Y REPLANTEO INICALES DEL PROYECTO DE OBRA

Rendimiento !/DIA 00.0000 EQ. 00.0000 Costo unitario directo por : m 0.69

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

0101010004 OFC!" hh #.0000 0.0#00 1$.%% 0.#%

01010$0000 &OPO'R!FO hh 1.0000 0.0100 1(.1) 0.1(

0.44

M(+%()

0#041#0004 C"!*OS CO+ C!,E-! PRECO PROE/O g 0.00$0 4.00 0.01

0#)#010001 COR/E" m 0.$000 0.$ 0.11

0.12

E%')

0$01000011 &EO/O"&O hm 1.0000 0.0100 1#.00 0.1#

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 0.44 0.01

0.13

Partida 07.01.02 TRAOS Y REPLANTEOS INALES DEL PROYECTO DE OBRA


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+010101000 PEO+ hh $.0000 0.0$$ 1#.# 0.(5

0101010005 /,36!+&E hh $.0000 0.0$$ 1$.4( 0.5#

01010$0000 &OPO'R!FO hh 1.0000 0.015% 1(.1) 0.#)

1.6

M(+%()

0#400#001( P+&3R! ES!"&E S+&E&CO ga7 0.000# 4.00 0.01

0#)0100#) P!PE" C!+SO+ m# 0.00# $.0 0.01

0#)015000$ COP!S O-!"/ m# 0.01# (.0 0.0%

0.10

E%')

0$0100000# +*E" &OPO'R!FCO hm 1.0000 0.015% 10.00 0.1%

0$01000011 &EO/O"&O hm 1.0000 0.015% 1#.00 0.#1

0$010000#0 6!"O+ hm #.0000 0.0$( 1.0 0.0

0$010000#1 R! &OPO'R!FC! hm #.0000 0.0$( #.00 0.05

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 1.(% 0.0

0.56

Partida 07.02.01 ECAVACIONES CORTES C/E8UIPO EN TERRENO NATURAL

Rendimiento !3/DIA 160.0000 EQ. 160.0000 Costo unitario directo por : m$ 14.00

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

0101010004 OFC!" hh 1.0000 0.000 1$.%% 0.()

010101000 PEO+ hh #.0000 0.1000 1#.# 1.#

1.94

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 1.)4 0.0(

0$011%000$ &R!C&OR SO,RE OR3'!S 14081(02P hm 1.0000 0.000 #40.00 1#.00

12.06

Partida 07.02.02 REINE Y NIVELACION EN TERRENO NORMAL

Rendimiento !2/DIA 45.0000 EQ. 45.0000 Costo unitario directo por : m# 3.66

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.155% 1(.1% #.%%

010101000 PEO+ hh 0.$000 0.0$$ 1#.# 0.(5


2/33

3.55

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 $. 0.11

0.11


3/33

Partida 07.02.03 RELLENO COMPACTADO C/MATERIAL DE PRESTAMO CON MA8UINARIA


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000 PEO+ hh 1.0000 0.0#)1 1#.# 0.$(

0.36

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 0.$( 0.01

0$0115000#000) RE&ROE9C!*!/OR! S""!+&!S 11 8 1( 2P; 0.581.4


4/33

Partida 07.04.01 CONCRETO >?*;20 @&/*!2 P/APATAS


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.(400 1(.1% 10.$(

0101010004 OFC!" hh 1.0000 0.(400 1$.%% %.%%

010101000 PEO+ hh 5.0000 4.4%00 1#.# (.0)

75.33

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 5.$$ #.#(

0$01#)0001000 *,R!/OR CO+CRE&O $4B 8 #B hm 1.0000 0.(400 10.00 (.40

.66

S+%$)

01051$000##$ CO+CRE&O F=C>#%0 ?'C# CEE+&O &PO m$ 1.000 $10.$) $#.)1

325.91

Partida 07.04.02 ENCORADO Y DESENCORADO P/APATAS CIRCULARES


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.(((5 1(.1% 10.5)

0101010004 OFC!" hh 1.0000 0.(((5 1$.%% ).#

20.04

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.1000 .00 0.0

0#041#0004 C"!*OS CO+ C!,E-! PRECO PROE/O g 0.1000 4.00 0.40

0#$101000$ !/ER! E+COFR!/O &OR+""O p# 4.000 4.#0 1%.)0

0#$10000# &RP"!< 1) m# 1.0000 ##.00 ##.00

41.0

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 #0.04 0.(0

0.60

Partida 07.04.03 ACERO ESTRUCTURAL TRABAJADO P/APATAS

Rendimiento @&/DIA 250.0000 EQ. 250.0000 Costo unitario directo por : g 4.76

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0$#0 1(.1% 0.#

0101010004 OFC!" hh 1.0000 0.0$#0 1$.%% 0.44

0.96

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.000 .00 0.#

0#040$000 !CERO CORR3'!/O F4#00 'R8(0D PRECO PROE/. g 1.000 $.0 $.#0

3.45

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 0.)( 0.0$

0$01$$000#000# C-!""! E"EC&RC! /E FERRO hm 1.0000 0.0$#0 10.00 0.$#

0.35

Partida 07.04.04 CONCRETO >?*;20 @&/*!2 P/LOSAS DE ONDO-PISO


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh #.0000 1.$$$$ 1(.1% #1.5

0101010004 OFC!" hh $.0000 #.0000 1$.%% #5.5(

010101000 PEO+ hh (.0000 4.0000 1#.# 0.0%

99.41

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 )).41 #.)%

0$01#)0001000 *,R!/OR CO+CRE&O $4B 8 #B hm 1.0000 0.(((5 10.00 (.(5


5/33

9.65

S+%$)

01051$000##$ CO+CRE&O F=C>#%0 ?'C# CEE+&O &PO m$ 1.0$00 $10.$) $1).50

319.70


6/33

Partida 07.04.05 ACERO ESTRUCTURAL TRABAJADO P/LOSAS DE ONDO


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0$#0 1(.1% 0.#

0101010004 OFC!" hh 1.0000 0.0$#0 1$.%% 0.44

0.96

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.000 .00 0.#


3.45

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 0.)( 0.0$

0$01$$000#000# C-!""! E"EC&RC! /E FERRO hm 1.0000 0.0$#0 10.00 0.$#

0.35

Partida 07.04.06 CONCRETO >?*;20 @&/*!2 P/MUROS REORADOS


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh #.0000 #.1$$$ 1(.1% $4.#

0101010004 OFC!" hh #.0000 #.1$$$ 1$.%% #).(1

010101000 PEO+ hh %.0000 %.$$$ 1#.# 10(.%4

170.97

E%')0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 150.)5 .1$

0$01#)0001000 *,R!/OR CO+CRE&O $4B 8 #B hm 1.0000 1.0((5 10.00 10.(5

15.0

S+%$)


325.91

Partida 07.04.07 ENCORADO Y DESENCORADO P/MURO RECTOS

Rendimiento!2/DIA .0000

EQ..0000

Costo unitario directo por : m# 51.82

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 1.0000 1(.1% 1(.1%

0101010004 OFC!" hh 1.0000 1.0000 1$.%% 1$.%%

30.06

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.1000 .00 0.0

0#041#0004 C"!*OS CO+ C!,E-! PRECO PROE/O g 0.100 4.00 0.(0

0#$101000$ !/ER! E+COFR!/O &OR+""O p# 4.#00 4.#0 15.%

1.95

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 $0.0( 0.)0

0.90

S+%$)

010110#010# !+/!O /E !/ER! m# 1.0000 1.)1 1.)1

1.91

Partida 07.04.0 ACERO ESTRUCTURAL TRABAJADO P/MUROS REORADOS


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0$#0 1(.1% 0.#

0101010004 OFC!" hh 1.0000 0.0$#0 1$.%% 0.44

0.96

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.000 .00 0.#


7/33


3.45

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 0.)( 0.0$

0$01$$000#000# C-!""! E"EC&RC! /E FERRO hm 1.0000 0.0$#0 10.00 0.$#

0.35


8/33

Partida 07.04.09 CONCRETO >?*;210 @&/*!2 P/COLUMNAS

Rendimiento !3/DIA .0000 EQ. .0000 Costo unitario directo por : m$ 392.58

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 1.0000 1(.1% 1(.1%

0101010004 OFC!" hh 1.0000 1.0000 1$.%% 1$.%%

010101000 PEO+ hh 5.0000 5.0000 1#.# %5.(4

117.70

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 115.50 $.$

0$01#)0001000 *,R!/OR CO+CRE&O $4B 8 #B hm 1.0000 1.0000 10.00 10.00

13.53

S+%$)

01051$000### CO+CRE&O =c>#10 gcm# CEE+&O &PO m$ 1.000 #4%.)0 #(1.$

261.35

Partida 07.04.10 ENCORADO Y DESENCORADO P/COLUMNAS


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.%%%) 1(.1% 14.$%

0101010004 OFC!" hh 1.0000 0.%%%) 1$.%% 1#.$4

26.72

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.1000 .00 0.0

0#041#0004 C"!*OS CO+ C!,E-! PRECO PROE/O g 0.100 4.00 0.(0

0#$101000$ !/ER! E+COFR!/O &OR+""O p# 4.$00 4.#0 1%.#5

19.37

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 #(.5# 0.%0

0.0

Partida 07.04.11 ACERO ESTRUCTURAL TRABAJADO P/COLUMNAS

Rendimiento@&/DIA 250.0000

EQ.250.0000

Costo unitario directo por : g 4.76

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0$#0 1(.1% 0.#

0101010004 OFC!" hh 1.0000 0.0$#0 1$.%% 0.44

0.96

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.000 .00 0.#


3.45

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 0.)( 0.0$

0$01$$000#000# C-!""! E"EC&RC! /E FERRO hm 1.0000 0.0$#0 10.00 0.$#

0.35

Partida 07.04.12 CONCRETO >?*;210 @&/*!2 P/VIGAS Y DINTELES


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.(((5 1(.1% 10.5)

0101010004 OFC!" hh 1.0000 0.(((5 1$.%% ).#

010101000 PEO+ hh %.0000 .$$$$ 1#.# ((.55

6.1

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 %(.%1 #.(0

0$01#)0001000 *,R!/OR CO+CRE&O $4B 8 #B hm 1.0000 0.(((5 10.00 (.(5

9.27


9/33

S+%$)


261.35


10/33

Partida 07.04.13 CONCRETO >?*;20 @&/*!2 P/VIGAS Y DINTELES


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.(((5 1(.1% 10.5)

0101010004 OFC!" hh 1.0000 0.(((5 1$.%% ).#

010101000 PEO+ hh %.0000 .$$$$ 1#.# ((.55

6.1

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 %(.%1 #.(0

0$01#)0001000 *,R!/OR CO+CRE&O $4B 8 #B hm 1.0000 0.(((5 10.00 (.(5

9.27

S+%$)


325.91

Partida 07.04.14 ENCORADO Y DESENCORADO P/VIGAS RECTAS Y DINTELES


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.$$$ 1(.1% %.($

0101010004 OFC!" hh 1.0000 0.$$$ 1$.%% 5.40

16.03

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.100 .00 0.5

0#041#0004 C"!*OS CO+ C!,E-! PRECO PROE/O g 0.#000 4.00 0.%0

0#$101000$ !/ER! E+COFR!/O &OR+""O p# (.5100 4.#0 #%.1%

29.73

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 1(.0$ 0.4%

0.4

Partida 07.04.15 ENCORADO Y DESENCORADO P/VIGAS CIRCULARES

Rendimiento!2/DIA 12.0000

EQ.12.0000

Costo unitario directo por : m# 50.58

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.(((5 1(.1% 10.5)

0101010004 OFC!" hh 1.0000 0.(((5 1$.%% ).#

20.04

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.#000 .00 1.00

0#041#0004 C"!*OS CO+ C!,E-! PRECO PROE/O g 0.#000 4.00 0.%0

0#$101000$ !/ER! E+COFR!/O &OR+""O p# (.5000 4.#0 #%.14

29.94

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 #0.04 0.(0

0.60

Partida 07.04.16 ACERO ESTRUCTURAL TRABAJADO P/VIGAS Y DINTELES


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0$#0 1(.1% 0.#

0101010004 OFC!" hh 1.0000 0.0$#0 1$.%% 0.44

0.96

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.000 .00 0.#


3.45

E%')


11/33

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 0.)( 0.0$

0$01$$000#000# C-!""! E"EC&RC! /E FERRO hm 1.0000 0.0$#0 10.00 0.$#

0.35


12/33

Partida 07.04.17 CONCRETO >?*;210 @&/*!2 P/LOSAS MACIAS


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.(((5 1(.1% 10.5)

0101010004 OFC!" hh 1.0000 0.(((5 1$.%% ).#

010101000 PEO+ hh (.0000 4.0000 1#.# 0.0%

70.12

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 50.1# #.10

0$01#)0001000 *,R!/OR CO+CRE&O $4B 8 #B hm 1.0000 0.(((5 10.00 (.(5

.77

S+%$)


261.35

Partida 07.04.1 ENCORADO Y DESENCORADO P/LOSAS MACIAS

Rendimiento !2/DIA .0000 EQ. .0000 Costo unitario directo por : m# 56.93

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 1.0000 1(.1% 1(.1%

0101010004 OFC!" hh 1.0000 1.0000 1$.%% 1$.%%

30.06

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.1000 .00 0.0

0#041#0004 C"!*OS CO+ C!,E-! PRECO PROE/O g 0.1400 4.00 0.(

0#$101000$ !/ER! E+COFR!/O &OR+""O p# .)$00 4.#0 #4.)1

25.97

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 $0.0( 0.)0

0.90

Partida 07.04.19 ACERO ESTRUCTURAL TRABAJADO P/LOSAS MACIAS

Rendimiento@&/DIA 250.0000

EQ.250.0000

Costo unitario directo por : g 4.76

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0$#0 1(.1% 0.#

0101010004 OFC!" hh 1.0000 0.0$#0 1$.%% 0.44

0.96

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.000 .00 0.#


3.45

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 0.)( 0.0$

0$01$$000#000# C-!""! E"EC&RC! /E FERRO hm 1.0000 0.0$#0 10.00 0.$#

0.35

Partida 07.04.20 CONCRETO >?*;245 @&/*!2 P/CUPULA ESERICA


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.4000 1(.1% (.45

0101010004 OFC!" hh 1.0000 0.4000 1$.%% .

010101000 PEO+ hh (.0000 #.4000 1#.# $0.0

42.07

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 4#.05 1.#(

0$01#)0001000 *,R!/OR CO+CRE&O $4B 8 #B hm 1.0000 0.4000 10.00 4.00

5.26


13/33

S+%$)

01051$000## CO+CRE&O =c>#4 gcm# CEE+&O &PO * m$ 1.000 $%%.) 40%.0#

40.02


14/33

Partida 07.04.21 ENCORADO Y DESENCORADO P/CUPULA ESERICA


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 1.(000 1(.1% #.%)

0101010004 OFC!" hh 1.0000 1.(000 1$.%% ##.#1

4.10

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.1000 .00 0.0

0#041#0004 C"!*OS CO+ C!,E-! PRECO PROE/O g 0.1400 4.00 0.(

0#$101000$ !/ER! E+COFR!/O &OR+""O p# .)$00 4.#0 #4.)1

25.97

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 4%.10 1.44

1.44

Partida 07.04.22 ACERO ESTRUCTURAL TRABAJADO P/CUPULA ESERICA


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0$#0 1(.1% 0.#

0101010004 OFC!" hh 1.0000 0.0$#0 1$.%% 0.44

0.96

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.000 .00 0.#


3.45

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 0.)( 0.0$

0$01$$000#000# C-!""! E"EC&RC! /E FERRO hm 1.0000 0.0$#0 10.00 0.$#

0.35

Partida 07.05.01 MUROS DE LADRILLO


15/33

S+%$)

01010000#0( OR&ERO &PO 1: C:! m$ 0.0## ##0.01 4.)

010110#010# !+/!O /E !/ER! m# 1.0000 1.)1 1.)1

6.6


16/33

Partida 07.06.02 TARRAJEO MUROS ET. ROTACADO C/MORT. 151.5 CM :INCL. COLUMNAS EMPOT.=


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 1.14#) 1(.1% 1%.4)

1.49

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 1%.4) 0.

0$010(000#000% RE'"! /E !/ER! 1B94B9(= und 0.(((5 1.00 0.(5

1.22

S+%$)

01010000#0( OR&ERO &PO 1: C:! m$ 0.01( ##0.01 $.($

010110#010# !+/!O /E !/ER! m# 1.0000 1.)1 1.)1

5.54

Partida 07.06.03 TARRAJEO C/IMPERM. LOSA DE ONDO-PISO M;13 E;1.5 CM


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.(((5 1(.1% 10.5)

10.79

M(+%()

0###1%0001001 !/&*O C2E! 1 PO"*O g 0.$0$0 11.00 $.$$

3.33

E%')0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 10.5) 0.$#

0.32

S+%$)

01010000#05 OR&ERO &PO 1:$ C:! m$ 0.01( #(4.#( 4.$(

4.36

Partida 07.06.04 TARRAJEO C/IMPERM. MUROS INTERIORMENTE M;13 E;1.5 CM


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.%000 1(.1% 1#.)4

12.94

M(+%()

0###1%0001001 !/&*O C2E! 1 PO"*O g 0.$0$0 11.00 $.$$

3.33

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 1#.)4 0.$)

0$010(000#000% RE'"! /E !/ER! 1B94B9(= und 0.%000 1.00 0.%0

1.19

S+%$)

01010000#05 OR&ERO &PO 1:$ C:! m$ 0.01( #(4.#( 4.$(

010110#010# !+/!O /E !/ER! m# 0.000 1.)1 0.)(

5.32

Partida 07.07.01 CIELO RASOS INCL. VIGAS EMPOT. C/MORTERO 151.5 CM

Rendimiento !2/DIA .0000 EQ. .0000 Costo unitario directo por : m# 22.41

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 1.0000 1(.1% 1(.1%

16.1

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 1(.1% 0.4)

0$010(000#000% RE'"! /E !/ER! 1B94B9(= und 0.#000 1.00 0.#0

0.69

S+%$)


17/33

01010000#0( OR&ERO &PO 1: C:! m$ 0.01( ##0.01 $.($

010110#010# !+/!O /E !/ER! m# 1.0000 1.)1 1.)1

5.54


18/33

Partida 07.0.01 ALSO PISO DE 4" CONCRETO *;100


19/33

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 4.4) 0.1$

0.13

S+%$)

01010000#0( OR&ERO &PO 1: C:! m$ 0.0#(0 ##0.01 .5#

5.72


20/33

Partida 07.10.01 VENTANA DE IERRO C/PERIL DE 1"OJA BAST. 3/4"


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+010101000$ OPER!RO hh 1.0000 1.$$$$ 1(.1% #1.5

0101010004 OFC!" hh 1.0000 1.$$$$ 1$.%% 1%.1

40.0

M(+%()

0#040#000) !+'3"O !CERO 1B91B91%B g 5.(000 4.00 $0.40

0#040#0010 !+'3"O !CERO $4B9$4B91%B g $.(000 4.00 14.40

0#040#001$ PERF" !CERO B&B $4B9$4B91%B g 1.0000 4.00 4.00

0#040#0014 PERF" !CERO B&B 1B91B91%B g 5.$000 4.00 #).#0

0#0%0014000$ SO"/!/3R! CE""OCOR/ 1%B g 1.0000 11.)0 11.)0

9.90

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 40.0% 1.#0

0$011#000 EQ3PO /E COR&E < SO"/EO hm 1.0000 1.$$$$ 10.00 1$.$$

14.53

Partida 07.10.02 PUERTA METALICA LAC 1/16" C/MARCO 1 1/4"1/" Y REUEROS


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 1.$$$$ 1(.1% #1.5

0101010004 OFC!" hh 1.0000 1.$$$$ 1$.%% 1%.1

40.0

M(+%()

0#040#0014 PERF" !CERO B&B 1B91B91%B g #.5000 4.00 10.%0

0#040#001 !+'3"O !CERO 1 14B91 14B91%B g .(000 4.00 ##.40

0#041(00010004 P"!&+! F.+. 1 1#B 9 1%B 9 #0= g 0.$00 4.00 1.40

0#041%000% P"!+C2! +E'R! "!C 11(B 9 4= 9 %= g 1#.0000 4.00 4%.00

0#0%0014000$ SO"/!/3R! CE""OCOR/ 1%B g 1.0000 11.)0 11.)0

94.50

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 40.0% 1.#0


14.53

Partida 07.10.03 ESCALERA TUB. O. GDO. C/PARANTES DE 2" C/PELD. 3/4"


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.M' $( O+

010101000$ OPER!RO hh 1.0000 1.$$$$ 1(.1% #1.5

010101000 PEO+ hh 1.0000 1.$$$$ 1#.# 1(.()

3.26

M(+%()

0#041(0001000$ P"!&+! F.+. 4B 9 1#B 9 #0= g 0.#00 4.00 1.00

0#400#001( P+&3R! ES!"&E S+&E&CO ga7 0.000 4.00 #.#

0#4005000$ P+&3R! !+&CORROS*! EPO9C! ga7 0.000 #(#.51 1$.14

0#0%0014000$ SO"/!/3R! CE""OCOR/ 1%B g 0.000 11.)0 0.(0

0#(0000# &3,O !CERO '!"*.S&!+/!R/ SO $4B9#.$. m 1.)000 (.00 11.40

0#(0000 &3,O !CERO '!"*.S&!+/!R/ SO #B9$.$. m #.1000 1).00 $).)0

6.29

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 $%.#( 1.1


14.4


21/33

Partida 07.10.04 TAPA METALICA DE INSPECCION STANDARD

Rendimiento $/DIA 3.0000 EQ. 3.0000 Costo unitario directo por : und 123.70

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 #.(((5 1(.1% 4$.1

0101010004 OFC!" hh 1.0000 #.(((5 1$.%% $5.01

0.16

M(+%()

0#04010001000$ !"!,RE +E'RO RECOC/O ,@' +A % g 0.#00 .00 1.#

0#041%000% P"!+C2! +E'R! "!C 11(B 9 4= 9 %= g (.0000 4.00 #4.00

0#0%0014000$ SO"/!/3R! CE""OCOR/ 1%B g 0.$000 11.)0 $.5

2.2

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 %0.1( #.40

0$011#000 EQ3PO /E COR&E < SO"/EO hm 0.$000 0.%000 10.00 %.00

10.40

S+%$)

010514000000 !CERO /E REF3ER-O G>4;#00 gcm# g 1.0000 4.$# 4.$#

4.32

Partida 07.10.05 VENTILACION C/TUBERIA DE ACERO S/DISEO DE 4"


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.000 1(.1% %.0)

.09

M(+%()

0#400#001( P+&3R! ES!"&E S+&E&CO ga7 0.0100 4.00 0.4

0#4005000$ P+&3R! !+&CORROS*! EPO9C! ga7 0.0100 #(#.51 #.($

0#(0000( &3,O !CERO +E'RO S&!+/!R/ SO 4B94.0. m 1.0000 45.00 45.00

50.0

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 %.0) 0.#4

0.24

Partida 07.11.01 BISAGRA CAPUCINA ALUMINIO DE 3"


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0%00 1(.1% 1.#)

1.29

M(+%()

0#$50(0001000( ,S!'R! C!P3C2+! !"3+-!/! /E $BH$B pa 1.0000 4.0 4.0

4.50

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 1.#) 0.04

0.04

Partida 07.11.02 CERRADURA PUERTA PRINCIPAL DE SOBREPONER LLAVE ET. 3 GOLPES


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.514 1(.1% ).#

9.25

M(+%()

0#$50%000# CERR!/3R! PP3ER&! PR+C. SPO+ER $ 'O"PES pa 1.0000 %.00 %.00

5.00

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 ).# 0.#%

0.2


22/33

Partida 07.12.01 PINTADO DE CIELO RASOS C/LATE VINILICO :VINILATE O SIMILAR=


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.$#00 1(.1% .1%

5.1

M(+%()

0#$%01000 "6! P!/ER! hIa 0.1000 1.$ 0.1

0#40010001 P+&3R! "!&E9 ga7 0.0((5 4(.00 $.05

3.22

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 .1% 0.1(

0.16

S+%$)

010110#010# !+/!O /E !/ER! m# 1.0000 1.)1 1.)1

1.91

Partida 07.12.02 PINTADO DE MURO INTERIOR C/LATE VINILICO :VINILATE O SIMILAR=


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.#((5 1(.1% 4.$#

4.32

M(+%()

0#$%01000 "6! P!/ER! hIa 0.#000 1.$ 0.$1

0#40010001 P+&3R! "!&E9 ga7 0.0((5 4(.00 $.05

3.3

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 4.$# 0.1$

0.13

S+%$)

010110#010# !+/!O /E !/ER! m# 1.0000 1.)1 1.)1

1.91

Partida

07.12.03 PINTADO DE MURO ETERIOR C/LATE VINILICO :VINILATE O SIMILAR=


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.$#00 1(.1% .1%

5.1

M(+%()

0#$%01000 "6! P!/ER! hIa 0.#000 1.$ 0.$1

0#40010001 P+&3R! "!&E9 ga7 0.0((5 4(.00 $.05

3.3

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 .1% 0.1(

0.16

Partida 07.12.04 PINTADO ETERIOR C/LATE VINILICO O SIMILAR DE RESERVORIO INCL. LOGOTIPO


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.$055 1(.1% 4.)%

4.9

M(+%()

0#40010001 P+&3R! "!&E9 ga7 0.0((5 4(.00 $.05

3.07

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 4.)% 0.1

0.15


23/33

S+%$)

010110#010# !+/!O /E !/ER! m# 0.000 1.)1 0.)(

0.96


24/33

Partida 07.13.01 PROVISION Y COLOCADO DE TECNOPORT DE 3/4"


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0%00 1(.1% 1.#)

010101000 PEO+ hh 1.0000 0.0%00 1#.# 1.00

2.29

M(+%()

0#$40(0001000 P"!+C2! &E?+OPOR& $4B m# 1.000 #.%% $.0#

3.02

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 #.#) 0.05

0.07

Partida 07.13.02 PROVISION Y COLOCADO DE JUNTA FATER STOP DE PVC 6"


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.15$) 1(.1% #.%1

0101010004 OFC!" hh 1.0000 0.15$) 1$.%% #.41

5.22

M(+%()

0#1005000# 63+&! @!&ER S&OP +EOPRE+E (B m 1.000 1#.)( 1$.(1

13.61

E%')0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 .## 0.1(

0.16

Partida 07.14.01 SALIDAD PARA ALUMBRADO DE TECO. C/TUB. SAP. ALMABRE TF 14 AFG

Rendimiento '/DIA 5.0000 EQ. 5.0000 Costo unitario directo por : pto 86.79

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 1.(000 1(.1% #.%)

0101010004 OFC!" hh 1.0000 1.(000 1$.%% ##.#1

4.10

M(+%()

0#00400010010 CO+E9O+ ! C!6! P*C E"EC&R. S!P $4B pa #.0000 0.(1 1.##

0#01500010014 C3R*! P*C E"EC&RC! S!P $4B pa $.0000 #.0( (.1%

0#0#50001000( &3,O P*C E"EC&RC! S!P $4B 9 $ m 5.000 #.4) 1%.(%

0#0(0$000# 3+O+ P*C E"EC&RC! S!P $4B pa 1.0000 0.%( 0.%(

0#410#000# C+&! !S"!+&E E"EC&RC! pa 0.1000 #.1# 0.#1

0#(#00001000$ +&ERR3P&OR ,!?E"&! SP"E (! pa 0.000 .( #.5%

0#(%1#000# C!6! /E P!SE REC&!+'3"!R F.'."*!+! #B94B pa 0.000 0.%4 0.4#

0#(%1#000$ C!6! /E P!SE OC&O'O+!" F.'."*!+! 4B pa 1.0000 1.0 1.0

0#50010#)# !"!,RE &@ 14 !@'8#. # m 1.0000 0.$) .%

37.25

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 4%.10 1.44

1.44

Partida 07.14.02 SALIDAD TOMACORRIENTE DOBLE CON PUESTA A TIERRA, C/TUB. SAP, ALAMBRE TF 14

Rendimiento '/DIA 14.0000 EQ. 14.0000 Costo unitario directo por : pto 63.52

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.514 1(.1% ).#

0101010004 OFC!" hh 1.0000 0.514 1$.%% 5.)$

17.1

M(+%()

0#00400010010 CO+E9O+ ! C!6! P*C E"EC&R. S!P $4B pa #.0000 0.(1 1.##

0#01500010014 C3R*! P*C E"EC&RC! S!P $4B pa $.0000 #.0( (.1%


25/33

0#0#50001000( &3,O P*C E"EC&RC! S!P $4B 9 $ m 5.000 #.4) 1%.(%

0#0(0$000# 3+O+ P*C E"EC&RC! S!P $4B pa 1.0000 0.%( 0.%(

0#410#000# C+&! !S"!+&E E"EC&RC! pa 0.1000 #.1# 0.#1

0#(#1$000# &O!CORRE+&E /O,"E 3+*ERS!" # PO"OS J &ERR! pa 1.0000 ).0 ).0

0#(%1#000# C!6! /E P!SE REC&!+'3"!R F.'."*!+! #B94B pa 1.0000 0.%4 0.%4

0#50010#)# !"!,RE &@ 14 !@'8#. # m ##.000 0.$) %.5%

45.2

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 15.1% 0.#

0.52


26/33

Partida 07.14.03 TUBERIA PVC-SAP ELECTRICA DE 20 !!:3/4"=


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M(+%()

0#0#50001000( &3,O P*C E"EC&RC! S!P $4B 9 $ m 1.0$00 #.4) #.(

2.56

Partida 07.14.04 CABLE ELECTRO TF AFG-MCM NO. 14-2.5 MM2


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0$55 1(.1% 0.(1

0101010004 OFC!" hh 1.0000 0.0$55 1$.%% 0.#

1.13

M(+%()

0#50010#)( C!,"E &2@ 14 !@'8#. # m 1.000 0.)0 0.)

0.95

Partida 07.14.05 CABLE ELECTRO TF AFG-MCM NO. 12-4.0 MM2


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+010101000$ OPER!RO hh 1.0000 0.0$55 1(.1% 0.(1

0101010004 OFC!" hh 1.0000 0.0$55 1$.%% 0.#

1.13

M(+%()

0#50010#)5 C!,"E &2@ 1# !@'84.0 # m 1.000 1.( 1.(4

1.64

Partida 07.14.06 CABLE ELECTRO TF AFG-MCM NO. -10.0 MM2


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.000 1(.1% 0.%1

0101010004 OFC!" hh 1.0000 0.000 1$.%% 0.()

1.50

M(+%()

0#50010$01 C!,"E &2@ % !@' 8 10 mm# m 1.000 1.( 1.(4

1.64

Partida 07.14.07 TABLERO ELECTRICO GABINETE METAL P/DISTR. DE 6 CIRCUITOS SEGUN ESPEICICACIONES


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 %.0000 1(.1% 1#).44

0101010004 OFC!" hh 1.0000 %.0000 1$.%% 111.04

240.4

M(+%()

0#(#04000# +&ERR3P&OR &ERO!'+E&CO # PO"O 1 !. pa #.0000 $(.00 5#.00

0#(#04000$ +&ERR3P&OR &ERO!'+E&CO # PO"O #0 !. pa #.0000 $(.00 5#.00

0#(#040004 +&ERR3P&OR &ERO!'+E&CO # PO"O $0 !. pa 1.0000 .00 .00

0#5401000# &!,"ERO '!,+E&E E&!" ,!RR! ,RO+CE 1# PO"OS pa 1.0000 1$0.00 1$0.00

329.00

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 #40.4% 5.#1

7.21


27/33

Partida 07.14.0 POO CONEION A TIERRA EN SISTEMA C/ALUMBRADO Y TOMACORRIENTE.


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 10.(((5 1(.1% 15#.)

0101010004 OFC!" hh 1.0000 10.(((5 1$.%% 14%.0

320.64

M(+%()

0#0150001001 C3R*! P*C E"EC&RC! S!P 1B pa 1.0000 #.(1 #.(1

0#0#500010005 &3,O P*C E"EC&RC! S!P 1B 9 $ m .0000 4.() #$.4

0#05010001000# PE/R! C2!+C!/! 1#B m$ 0.0(00 4%.00 #.%%

0#050#0001000# !RE+! 'R3ES! m$ 0.0$00 $.00 1.0

0#050000$ &ERR! SE"ECCO+!/! m$ 1.4000 $.00 4).00

0#1$010001 CEE+&O POR&"!+/ &PO 4#. gD bo7 0.000 1(.) %.4%

0#1(01001(0004 ,O*E/! /E CO. PP3ES&! ! &ERR! C&!P&! /E C.R pa 1.0000 .00 .00

0#50010#) C!,"E &@ # !@'8$.0 # m .0000 4.( #$.#

0#5#040041000# /OSS Q3C! &2OR8'E" C!6! 9 ?' pa 1.0000 $0.00 $0.00

0#5#0400$ *!R""! /E CO,RE COOPER @E"/ %B9 %= und 1.0000 10.00 10.00

345.72

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 $#0.(4 ).(#

9.62

Partida 07.15.01 PRUEBA IDRAULICA CON EMPLEO DE LINEA DE INGRESO


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0400 1(.1% 0.(

0101010004 OFC!" hh 1.0000 0.0400 1$.%% 0.(

1.21

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 1.#1 0.04

0.04

Partida 07.15.02 DESINECCION DE RESERVORIO CON EMPLEO DE LINEA DE INGRESO


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0%00 1(.1% 1.#)

0101010004 OFC!" hh 1.0000 0.0%00 1$.%% 1.11

2.40

M(+%()

0#5)01004% 2POC"OR&O /E C!"CO 50 g 0.050 1.00 1.1$

1.13

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 #.40 0.05

0.07

Partida 07.15.03 EVACUACION DEL AGUA DE PRUEBA C/EMPL. DE LINEA DE SALIDA


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0$0% 1(.1% 0.0

010101000 PEO+ hh 1.0000 0.0$0% 1#.# 0.$)

0.9

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 0.%) 0.0$

0.03


28/33

Partida 07.16.01 ECAVACION C/E8UIPO P/AGUA T. NORMAL P/TUB. 400 MM.


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000 PEO+ hh 1.0000 0.05#5 1#.# 0.)1

0.91

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 0.)1 0.0$

0$011(0001000( C!R'!/OR RE&ROE9C!*!/OR (#2P; $4


29/33

Partida 07.16.05 ELIMINACION MATERIAL ECEDENTE C/E8UIPO T.N. TUB. 400 MM ASTA R;5


30/33

Partida 07.17.04 INSTALACION TUBERIA PVC DESAGUE U.. 16" :400 MM= INC. PRUEBA IDRAULICA


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0$$ 1(.1% 0.%(

0101010004 OFC!" hh 1.0000 0.0$$ 1$.%% 0.54

1.60

M(+%()

0#0505000# !'3! !'3! m$ 0.11$0 5.0 0.%

0###1#0001000$ "3,RC!+&E P!R! &3,ER! P*C 3.F. ga7 0.0$(0 45.00 1.()

2.54

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 1.(0 0.0

0.05

Partida 07.17.05 PRUEBA IDRAULICA ESCORRENT. TUBERIAS 400 MM. ANJAS TAPADA


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 0.0%$$ 1(.1% 1.$

0101010004 OFC!" hh 1.0000 0.0%$$ 1$.%% 1.1(

2.51

M(+%()

0#0505000# !'3! !'3! m$ 0.$000 5.0 #.#

2.25E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 #.1 0.0%

0.0

Partida 07.1.01 BRIDA ACERO PARA SOLDAR Y EMPERNAR DE 16" :400 MM=

Rendimiento $/DIA EQ. Costo unitario directo por : und 247.20

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M(+%()0##00001001# ,R/! !CERO P!R! SO"/!R8EPER+!R 1(B pa 1.0000 #45.#0 #45.#0

247.20

Partida 07.1.02 BRIDA ACERO PARA SOLDAR Y EMPERNAR DE 1" :450 MM=


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M(+%()

0##000010014 ,R/! !CERO P!R! SO"/!R8EPER+!R 1%B pa 1.0000 #((.40 #((.40

266.40

Partida 07.1.03 BRIDA ACERO PARA SOLDAR ROMPE-AGUA 16" :400MM=


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M(+%()

0##00001001 ,R/! !CERO ROPE !'3! 1(B pa 1.0000 #45.#0 #45.#0

247.20

Partida 07.1.04 BRIDA ACERO PARA SOLDAR ROMPE-AGUA 1" :450MM=


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M(+%()

0##00001001$ ,R/! !CERO ROPE !'3! 1%B pa 1.0000 #((.40 #((.40

266.40


31/33

Partida 07.1.05 CODO O. DO. BRIDADO 16"90 :400 MM=


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M(+%()

0#4)0#0004 CO/O F F C,R/! 1(B 9 )0A pa 1.0000 )%(.40 )%(.40

96.40

Partida 07.1.06 CODO O. DO. BRIDADO 1"90 :450 MM=

Rendimiento $/DIA EQ. Costo unitario directo por : und 1,310.40

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M(+%()

0#4)0#000 CO/O F F C,R/! 1%B 9 )0A pa 1.0000 1;$10.40 1;$10.40

1,310.40

Partida 07.1.07 REDUCCION O. DO. BRIDADA DE 450 400 MM.

Rendimiento !/DIA EQ. Costo unitario directo por : m 966.30

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M(+%()

0#4)0)000# RE/3CCO+ F F C,R/! 1%B 9 1( pa 1.0000 )((.$0 )((.$0

966.30

Partida 07.1.0 TEE O. DO. BRIDADA DE 400400 MM


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M(+%()

0#011000 &EE F F C,R/! 1(B 9 1(B pa 1.0000 1;45.40 1;45.40

1,547.40

Partida 07.1.09 TEE O. DO. BRIDADA DE 450450 MM


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M(+%()

0#011000( &EE F F C,R/! 1%B 9 1%B pa 1.0000 1;)(4.50 1;)(4.50

1,964.70

Partida 07.19.01 MEDIDOR DE CAUDAL TIPO TUBULAR BRIDADO 1"


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

E%')

0$010000050005 E//OR C!3/!" &3,3"!R ,R/!/O 1%B pa 1.0000 1%;00.00 1%;00.00

1,500.00

Partida 07.19.02 VALVULA MARIPOSA . DO. BRIDADA DE 400 MM :16"=


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M(+%()

0#$040004 *!"*3"! !RPOS! F F ,, 1(B pa 1.0000 %;(4$.($ %;(4$.($

,643.63

Partida 07.19.03 VALVULA MARIPOSA . DO. BRIDADA DE 450 MM :1"=


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.


32/33

M(+%()

0#$04000 *!"*3"! !RPOS! F F ,, 1%B pa 1.0000 11;#41.%1 11;#41.%1

11,241.1


33/33

Partida 07.19.04 VALVULA DE ALTITUD O. DO. DE 16" BB.


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M(+%()

0#$04000( *!"*3"! /E !"&&3/ /E FO. F/O. ,, /E 1(B pa 1.0000 15;5#5.#5 15;5#5.#5

17,727.27

Partida 07.20.01 CAJA REBOSE-LIMPIA TERRENO ROCA

Rendimiento $/DIA 1.5000 EQ. 1.5000 Costo unitario directo por : und 2,103.09

C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

M' $( O+

010101000$ OPER!RO hh 1.0000 .$$$$ 1(.1% %(.#)

0101010004 OFC!" hh #.0000 10.(((5 1$.%% 14%.0

010101000 PEO+ hh $.0000 1(.0000 1#.# #00.$#

434.66

M(+%()

0#041#0004 C"!*OS CO+ C!,E-! PRECO PROE/O g .$400 4.00 #1.$(

0#$101000$ !/ER! E+COFR!/O &OR+""O p# 10.55)0 4.#0 444.#5

465.63

E%')

0$0101000( 2ERR!E+&!S !+3!"ES mo $.0000 4$4.(( 1$.04

0$01#)0001000 *,R!/OR CO+CRE&O $4B 8 #B hm 1.0000 .$$$$ 10.00 $.$$

66.37

S+%$)

01051$000### CO+CRE&O =c>#10 gcm# CEE+&O &PO m$ 4.0000 #4%.)0 )).(0

010514000000 !CERO /E REF3ER-O G>4;#00 gcm# g $#.(000 4.$# 140.%$

1,136.43

Partida 07.21.01 SUMINISTRO E8UIPO CLORINADOR INYECCION C/ACC., CILINDROS, BALANA, MASCARA Y BOOSTER S/ESPECIICACIONES


C#$%&' D()*+%*%# R(*+)' U%$$ C$+% C%$$ P+(*%' S/. P+*% S/.

E%')

0$0401000$ EQ3PO C"OR+!/OR +

Analisis de Precios Unitarios-reservorio Apoyado

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