valorizaciones.xlsx

8/17/2019 valorizaciones.xlsx

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OBRA: CONSTRUCCION Y MEJORAMIENTO DE LAS REDES DE AGUA POTABLE Y ALCANTARILLADO

Ubicac. : 110101 ICA-ICA-ICA

Superi!. : ING . GUERRA BELLIDO LUIS

C"#$ra$. : CONSTRUCCIONES UNICA

PART. ESPECIFICACIONES

Und.

N' DESCRIPCION0%.0& SUMINISRO E INSALACION DE UBERIAS

03,04,01 m

03,04,0 m

03,04,03m

03,04,04m

0%.0( PRUEBA )IDRAULICA

03,0!,01DOBLE PRUEBA "IDRAULICA Y ESCORRENTIA P#TUBERIA A $ANJA TAPADA D%00mm m

03,0!,0DOBLE PRUEBA "IDRAULICA Y ESCORRENTIA P#TUBERIA A $ANJA TAPADA D%4!0mm m

03,0!,03DOBLE PRUEBA "IDRAULICA Y ESCORRENTIA P#TUBERIA A $ANJA TAPADA D%&30mm m

%.0* BUZONES03,0&,01 BU$ON DE CONCRETO D%1.0m, "%.00m, %0.0m Und.

03,0&,0 BU$ON DE CONCRETO D%1.0m, "%.!0m, %0.0m Und.

03,0&,03 BU$ON DE CONCRETO D%1.!0m, "%3.!0m, %0.1!m Und.

03,0&,04 BU$ON DE CONCRETO D%1.!0m, "%4.00m, %0.1!m Und.

03,0&,0! BU$ON DE CONCRETO D%1.!0m, "%4.!0m, %0.1!m Und.

0%.0+ CONE,IONES DOMICILIARIAS DE ALCANARILLADO

03,0(,01m

03,0(,0m

03,0(,03 CAMA DE APOYO PARA TUBO "ASTA 10) E%10*m m

03,0(,04m

03,0(,0!Und.

03,0(,0& DOBLE PRUEBA "IDRAULICA DE DESAGUE TUBERIA "ASTA 1&0mm m

03,0(,0(

0%.0- COSOS AMBIENALES

03,0+,01 RIEGO DE MATERIAL ETRAIDO DE ECAACION P#EITAR POLO

SUMINISTRO E INSTALACION DE TUBERIAS PARA ALCANTARILLADOS PC-UF ISO-443!,D%00mm S-0

SUMINISTRO E INSTALACION DE TUBERIAS PARA ALCANTARILLADOS PC-UF ISO-443!,D%00mm S-!

SUMINISTRO E INSTALACION DE TUBERIAS PARA ALCANTARILLADOS PC-UF ISO-443!,D%4!0mm S-!.

SUMINISTRO E INSTALACION DE TUBERIAS PARA ALCANTARILLADOS PC-UF ISO-443!,D%&30mm S-0.

ECAACION DE $ANJAS PARA TUBERIAS "/m.%0.&0, "m2!.00m EN TERRENONORMAL CON EUIPO 5Cn26n7 Dm6*686/679

REFINE Y NIELACION DE $ANJA DE T.N. P#TUB. M2. +)-10) "ASTA !.00m DEPROFUNDIDAD

RELLENO COMPACTADO $ANJAS CAPAS %0.1!m EN CONEIONES DOMICILIARIAS*#m:. P/6 6n*8;6d 8* CARGADORFRONTAL

m3

m3


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COSO DIRECOG7:7 Gn/87 5(.00?9U:686dd 5+.00?9SUB OALI.G.. 51+?9OAL PRESUPUESO


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MUNICIPALIDAD PROVINCIAL DE ICA

GERENCIA DE DESARROLLO URBANO

SUB GERENCIA DE OBRAS PUBLICAS

VALORIZACION N'02

Pr"ce!": ADS N'000&-011-CEADMCO-MPI

Re!ie#$e: CRISTOFER GELDRES

Peri"" Va/"ria": O*:-11

PRESUPUESTO CONTRATADOA

ANTERIOR ACT

M:/dP. Un6: P/7;;7:

M:/d8/6@.

M:/d

0.0& (.=( &,1!!.0+ 1,30.&+ 10.00

!&. 3.31 13,104.++ !,!(1.0= 30.00

!(.(! 1&0.! 41,3(4.03 +,0&.001&+.!

3!.1& 3+1.(= 134,4!1.1( &,(!.3010&.00

0.00

(+.0 .13 1,&&&.0= 0.003.0

!(.(! 3.44 ++&.&& 0.000.00

3!.1& !.0 1,(&(.+4 0.000.00

0.001.00 1,4+=.=& 1,4+=.=& 0.00 0.00

1.00 1,+30.& 1,+30.& 0.00 0.00

.00 ,44&.!! 4,+=3.10 0.00 0.00

+.00 ,+(4.!4 ,==&.3 14,3(.(0 0.00

1.00 3,0!.!! 3,0!.!! 0.00 0.00

0.00

!&(.=0 1(.30 =,+4.&( 1,+1&.!014!.00

!&(.=0 4.03 ,++.&4 43.1!14!.00

!&(.=0 .4( 1,40.(1 !=.3! 14!.00

!&(.=0 10.==&,41.

1,1!3.=!14!.00

!=.00 34.++ 1=,1&(.= +,44&.++0.00

!&(.=0 1.== 1,130.1 0.00 !0.00

1+.+ 1+.3= 34&.10 103.(4.00

0.00

11&.44 .+& 333.0 +!.+0 30.00


4/24

4=4,0&=.&4

1-.(3 2-.*03

34,!+4.+(3=,!!.!(

(*-41-0.010,(.4

*+04&(2.(0


5/24

Ae/a#$" 0.00

M.C. &(0,4!.4=

5r. 1.00

ANCE DE OBRA

SALDUAL ACUMULADO

8/[email protected]:/d

8/6@.?

M:/d

3,3!&.40 1&4.00 (4.!!? !&.00

!,3&1.30 4&=.00 +3.4? =3.0

(,00(.4= 1+.! +4.&+? 3=.!0

40,4&=.(4 1(&.00 4=.=? 1(&.1&

&+&.= 3.0 41.1=? 4&0.00

0.00 0.00 0.00? !(.(!

0.00 0.00 0.00? 3!.1&

0.00 0.00 0.00? 1.00

0.00 0.00 0.00? 1.00

0.00 0.00 0.00? .00

0.00 !.00 &.!0? 3.00

0.00 0.00 0.00? 1.00

,!0+.!0 !0.00 44.0? 31(.=0

!+4.3! !0.00 44.0? 31(.=0

3!+.1! !0.00 44.0? 31(.=0

1,!=3.!! !0.00 44.0? 31(.=0

0.00 &.00 44.0(? 33.00

4=(.!0 !0.00 44.0? 31(.=0

(3.!& =.&4 !1.? =.1+

+!.+0 &0.00 !&.44


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&+.13 (2.-13


7/24

C#I.G.

C#I.G.

8/6@. ?


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N' DESCRIPCION

2.0+ CONECCIONES DOMICILIARIAS DE AGUA POABLE

0,0(,01

0,0(,0

.0+ COSTOS AMBIENTALES

0,0+,01 RIEGO DE MATERIAL ETRAIDO DE ECAACION P#EITAR POLO

60% REDES 7 CONECCIONES DOMICILIARIAS DE ALCANARILLADO

03.01 OBRAS PRELIMINARES

03,01,01 TRA$O NIELES Y REPLANTEO EN REDES DE ALCANTARILLADO

03,01,0 SEALI$ACION EN OBRA 5CINTA DE SEGURIDAD9

0%40140% RAN8UERA DE MADERA MOVIL PARA DESVIACION VE)ICULAR 79O PEAONAL

03,01,04 DESIO DE FLUJO DE AGUAS RESIDUALES

03.0 DEMOLICIONES

03,0,01 DEMOLICION DE PAIMENTO EISTENTE

03.03 MOIMIENTO DE TIERRAS

03,03,01 RETIRO DE TUBERIA DE ALCANTARILLADO EISTENTE

0%40%402 REIRO DE CONE,ION DOMICILIARIA DE ALCANARILLADO E,ISENE

03,03,03 ECAACION DCON EUIPO P.N P#TUBERIA ALCATARILLADO "%.!0m

03,03,04 ECAACION DCON EUIPO P.N P#TUBERIA ALCATARILLADO "%3.00m

03,03,0! ECAACION DCON EUIPO P.N P#TUBERIA ALCATARILLADO "%3.!0m

03,03,0& ECAACION DCON EUIPO P.N P#TUBERIA ALCATARILLADO "%4.00m

03,03,0( ECAACION DCON EUIPO P.N P#TUBERIA ALCATARILLADO "%4.!0m

03,03,0+ ECAACION DCON EUIPO P.N P#TUBERIA ALCATARILLADO "%!.00m

03,03,0= ECAACION DCON EUIPO P.N P#TUBERIA ALCATARILLADO "%&.00m

03,03,10 ECAACION DCON EUIPO P.N P#TUBERIA ALCATARILLADO "%(.00m

03,03,11 REFINE Y NIELACION DE FONDO PARA TUBERIA

03,03,1 ENTIBADO CORRIDO DE $ANJA "%3.00

03,03,13 ENTIBADO CORRIDO DE $ANJA "%3.!0

CONECCIONES DOMICILIARIAS DE AGUA 3#4 A TUB. 110mm INC. MO. TIERRA P. "IDRAULICAN#INCL. MEDIDOR

CONECCIONES DOMICILIARIAS DE AGUA 3#4 A TUB. 00mm INC. MO. TIERRA P. "IDRAULICAN#INCL. MEDIDOR


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03,03,14 ENTIBADO CORRIDO DE $ANJA "%4.00

03,03,1! ENTIBADO CORRIDO DE $ANJA "%4.!0

03,03,1& ENTIBADO CORRIDO DE $ANJA "%!.00

03,03,1( ENTIBADO CORRIDO DE $ANJA "%&.00

03,03,1+ ENTIBADO CORRIDO DE $ANJA "%(.00

03,03,1= CAMA DE APOLLO E%10*m, MATERIAL SELECTO COMPACTO

03,03,0 RELLENO COMPACTADO $ANJAS P#TUBERIA ALCANTARILLADO "%.!0m

03,03,1 RELLENO COMPACTADO $ANJAS P#TUBERIA ALCANTARILLADO "%3.00m

03,03, RELLENO COMPACTADO $ANJAS P#TUBERIA ALCANTARILLADO "%3.!0m

03,03,3 RELLENO COMPACTADO $ANJAS P#TUBERIA ALCANTARILLADO "%4.00m

03,03,4 RELLENO COMPACTADO $ANJAS P#TUBERIA ALCANTARILLADO "%4.!0m

03,03,! RELLENO COMPACTADO $ANJAS P#TUBERIA ALCANTARILLADO "%!.00m

03,03,& RELLENO COMPACTADO $ANJAS P#TUBERIA ALCANTARILLADO "%&.00m

03,03,( RELLENO COMPACTADO $ANJAS P#TUBERIA ALCANTARILLADO "%(.00m


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VALORIZACION N'02




PRESUPUESTO CONTRATADOANTERIOR

Und. M:/dP. Un6: P/7;;7:

M:/d8/6@.

Und. =.00 1=.!& !,!+4.4 0.00 0.00

Und. 10.00 311.(4 3,11(.40 0.00 0.00

m3 44.&1 .+& 1(.!+ 10.00 +.&0

m 1,3=.11 1.3 1,+3(.!= 3.0 4!.30

m ,(+4. 0.3+ 1,0!+.00 &44.40 44.+(

Und. 1&.00 100.&+ 1,&10.++ !.00 !03.40

8 1.00 ,000.00 ,000.00 0. 440.00

m 1,3=.11 4.(= &,&&+.1 3.0 1,!43.34

m (13.+& 0.4 ==.+ 3.0 13!.3

Und. !=.00 4.3 4=.!( 0.00 +4.&0

m 1=1.=0 13.31 ,!!4.1= 141.=0 1,+++.&=

m 1+0.30 1+.03 3,!0.+1 1+0.30 3,!0.+1

m 10(.00 .1+ ,3(3.& 0.00 0.00

m 411.! +.+! 11,+&4.!& 0.00 0.00

m 14=.!0 33.+ 4,=(!.3& 0.00 0.00

m &3.4! 3&.1 ,=1.+1 0.00 0.00

m 1+=.1! 40.&3 (,&+!.1& 0.00 0.00

m ==.!& 4&.44 4,&3.!( 0.00 0.00

m 1,3=.11 .+& 3,=+1.43 3.0 =1.4=

m 1+0.30 .=4 4,13&.0+ 1+0.30 4,13&.0+

m 10(.00 33.44 3,!(+.0+ 0.00 0.00


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m 411.! 3&.=4 1!,1=1.!+ 0.00 0.00

m 14=.!0 40.44 &,04!.(+ 0.00 0.00

m &3.4! 43.1 ,(41.&( 0.00 0.00

m 1+=.1! !0.=4 =,&3!.30 0.00 0.00

m ==.!& !(.1 !,&=!.+3 0.00 0.00

m 1,3=.11 3.(4 !,0&.4= 33.0 1,0+.((

m 1=1.=0 1+. 3,4=&.4 4!.00 +1=.=0

m 1+0.30 4.1& 4,3!&.0! 0.00 0.00

m 10(.00 3.0& 3,430.4 0.00 0.00

m 411.! 3&.03 14,+1(.34 0.00 0.00

m 14=.!0 43.33 &,4((.+4 0.00 0.00

m &3.4! !3.== 3,4!.&( 0.00 0.00

m 1+=.1! =4.=3 1(,=!&.01 0.00 0.00

m ==.!& 134.3 13,3(.=0 0.00 0.00


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Ae/a#$" 0.00

M.C. &(0,4!.4=

5r. 1.00

AANCE DE OBRA

ACTUAL ACUMULADO

M:/d8/6@.

M:/d8/6@.

?

M:/d

=.00 !,!+4.4 =.00 !,!+4.4 100.00? 0.00

0.00 0.00 0.00 0 0.00? 10.00

.00 !.( 1.00 34.3 &.=0? 3.&1

!33.+0 (04.& +!&.00 1,1=.= &1.4=? !3&.11

1,0&(.&0 40!.&= 1,(1.00 &!0.!& &1.4=? 1,0(.

!.00 !03.40 10.00 100&.+ &.!0? &.00

0.00 0.00 0.0 400 0.00? 0.+0

!33.+0 ,!!&.=0 +!&.00 4,100.4 &1.4=? !3&.11

30.00 =&.&0 !!.0 31.=4 ((.3!? 1&1.&&

0.00 0.00 0.00 +4.& 33.=0? 3=.00

!0.00 &&!.!0 11=.=0 1,!=!.+( &.4+? 0.00

&0.00 1,0+1.+0 40.30 4,33.&1 133.+? -&0.00

1&(.00 3,(04.0& 1&(.00 3,(04.0& 1!&.0(? -&0.00

1(1.& 4,=40.+! 1(1.! 4,=40.!& 41.&4? 40.00

0.00 0.00 0.00 0 0.00? 14=.!0

0.00 0.00 0.00 0 0.00? &3.4!

0.00 0.00 0.00 0 0.00? 1+=.1!

0.00 0.00 0.00 0 0.00? ==.!&

!33.+0 1,!&.&( +!&.00 ,44+.1& &1.4=? !3&.11

!0.00 1,14(.00 30.30 !,+3.0+ 1(.(3? -!0.00

&0.00 ,00&.40 &0.00 ,00&.40 !&.0(? 4(.00


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1&(.00 &,1&+.=+ 1&(.00 &,1&+.=+ 40.&1? 44.!

0.00 0.00 0.00 0 0.00? 14=.!0

0.00 0.00 0.00 0 0.00? &3.4!

0.00 0.00 0.00 0 0.00? 1+=.1!

0.00 0.00 0.00 0 0.00? ==.!&

!33.+0 1,==&.41 +!(.00 3,0!.1+ &1.!&? !3!.11

=&.=0 1,(&!.! 141.=0 ,!+!.4 (3.=4? !0.00

1+0.30 4,3!&.0! 1+0.30 4,3!&.0! 100.00? 0.00

!3.!0 1,(1!.1 !3.!0 1,(1!.1 !0.00? !3.!0

0!.!0 (,404.1( 0!.!0 (,404.1( 4=.=(? 0!.(!

0.00 0.00 0.00 0 0.00? 14=.!0

0.00 0.00 0.00 0 0.00? &3.4!

0.00 0.00 0.00 0 0.00? 1+=.1!

0.00 0.00 0.00 0 0.00? ==.!&


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C#I.G.

C#I.G.

SALDO

8/6@. ?

0.00 0.00?

3,11(.40 100.00?

100.00?

=3.& (3.10?

100.00?

100.00?

(0(.&( 3+.!1?

40(.44 3+.!1?

&04.0+ 3(.!0?

1,&00.00 +0.00?

100.00?

,!&(.=( 3+.!1?

100.00?

&(.=0 .&!?

1&4.=( &&.10?

0.00 3(.!?

-1,0+1.+0 -33.+?

-1,330.+0 -!&.0(?

&,=4.00 !+.3&?

4,=(!.3& 100.00?

,=1.+1 100.00?

(,&+!.1& 100.00?

4,&3.!( 100.00?

1,!33.( 3+.!1?

-1,14(.00 -(.(3?

1,!(1.&+ 43.=3?


16/24

=,0.&0 !=.3=?

&,04!.(+ 100.00?

,(41.&( 100.00?

=,&3!.30 100.00?

!,&=!.+3 100.00?

,001.31 3+.44?

=11.00 &.0&?

0.00 0.00?

1,(1!.1 !0.00?

(,413.1( !0.03?

&,4((.+4 100.00?

3,4!.&( 100.00?

1(,=!&.01 100.00?

13,3(.=0 100.00?


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N' DESCRIPCION

FORMULA POLINOMICA UNICA601 OBRAS PROVICIONALES

01.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.&02.40m

01.0 CASETA DE GUARDIANIA PARA LA OBRA01.03 MOILI$ACION Y DESMOILI$ACION DE EUIPOS Y MAUINARIAS

0 REDES 7 CONE,CIONES DOMICILIARIAS DE AGUAS POABLES

0.01

0.01.01

0.01.0

0.01.03

0.0

0.0.01

0.030.03.01

0.03.0

0.03.03

0.03.04

0.03.0!

0.03.0&

0.03.0(

0.04

0.04.01

0.04.00.04.03

0.04.04

0.04.0!

0.04.0&

0.04.0(

0.04.0+

0.04.0=

0.0!


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0.0!.01

0.0!.0

0.0!.03

0.0&

0.0&.01

0.0&.0

0.0&.030.0&.04


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VALORIZACION N'02




PRESUPUESTO CONTRATADOANTERIOR

Und. M:/dP. Un6: P/7;;7:

M:/d8/6@.


20/24


21/24

Ae/a#$" 0.00

M.C. &(0,4!.4=

5r. 1.00

AANCE DE OBRA

ACTUAL ACUMULADO

M:/d8/6@.

M:/d8/6@.

?

M:/d


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C#I.G.

C#I.G.

SALDO

8/6@. ?


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