21.2.-analisissubpresupuestovarios

7/25/2019 21.2.-analisissubpresupuestovarios

http://slidepdf.com/reader/full/212-analisissubpresupuestovarios 1/42

10 Página :

Análisis de precios unitarios

Presupuesto 0403010 PERFIL TECNICO DE OBRA "CREACIÓN DE PISTAS Y VEREDAS DEL CENTRO POBLADO DE YARURI"

Subpresupuesto 001 ALTERNATIVA 01 Fecha presupuesto

Partida 01.01.01.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 5.40 X 3.60M

Rendimiento u/DIA 1.0000 EQ. 1.0000 Costo unitario directo por : u 1,772.92

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh $.0000 4.0000 1%.1

0147010004 PE!& hh .%000 0.0000 11.'4

M+-%(+,%&

0001000% C(")!S P"R" *"+ER" C!& C",E-" +E $ /g 1.$000 4.0

00%00000 P#E+R" 2R"&+E +E ' m$ 0.%00 %.00

00%010004 "RE&" 2R3ES" m$ 0.%00 %.00

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs .0000 1'.4

0$0%0000 "23" m$ 0.1000 %.00

0440$00$4 2#2"&!2R"F#" m 0.0000 $.00

04%010001 *"+ER" !R&#((! #&C(38E C!RE P"R" E&C!FR"+! p 1.0000 $.%0

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 %.'

Partida 01.01.01.0 MOVILIACION Y DESMOVILIACION DE E2UIPOS Y MA2UINARIA

Rendimiento #,/DIA 1.0000 EQ. 1.0000 Costo unitario directo por : gb 39,662.21

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

Su'$*-(+-$&

04001001 *!)#(#-"C#;& 8 +ES*!)#(#-"C#;& +E EQ3#P! R"&SP!R"+ gb 1.0000 $$<7%.07

04001001$ *!)#(#-"C#;& 8 +ES*!)#(#-"C#;& +E EQ3#P! "3!R"&SP! gb 1.0000 %<'7.14

Partida 01.01.01.03 ALMACEN OFICINA Y CASETA DE UARDIANIA

Rendimiento %&/DIA 1.0000 EQ. 1.0000 Costo unitario directo por : mes 1,800.00

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.Su'$*-(+-$&

040010010 "(Q3(ER +E "*,#E&ES P"R" !F#C#&" mes 1.0000 00.00

040010011 "(Q3(ER +E "*,#E&ES P"R" "(*"CE& +E !,R" mes 1.0000 1<00.00

Partida 01.01.01.04 CONTROL TOPORAFICO DURANTE LA EECUCION


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

01470000$ !P!2R"F! hh $0.0000 40.0000 1%.1

0147010004 PE!& hh 0.0000 70.0000 11.'4

M+-%(+,%&

00000 8ES! E& ,!(S"S +E % /g bs %.0000 10.00

0$10011 C!R+E( m 0.0000 0.1



044010000 ES"C" +E *"+ER" !R&#((! R""+" p $.0000 $.%0

0%4010001 P#&3R" ES*"(E S#&E#C! ga 10.0000 40.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 1<1%$.0

0$410004 &#)E( !P!2R"F#C! C!& R#P!+E d $0.0000 $0.0000 40.00

0$4''000 ES"C#!& !"( C!& 0$ PR#S*"S d $0.0000 $0.0000 '4.00

Partida 01.01.01.05 REUBICACION DE POSTES DE LU

Rendimiento u/DIA 5.0000 EQ. 5.0000 Costo unitario directo por : u 234.59

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh .0000 $.000 1%.1

014701000$ !F#C#"( hh $.0000 4.'000 1$.14

0147010004 PE!& hh 4.0000 .4000 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 1'7.$

0$41'0010 2R3" 9#+R"3(#C" "3!PR!P3(S"+" 17 9P 1' ton m hm 0.%00 0.4000 %.00

Partida 01.01.0.01.01 EXCAVACION 7ASTA SUBRASANTE MAT. SUELTO C/TRACTOR 1408160 7P

Rendimiento 3/DIA 530.0000 EQ. 530.0000 Costo unitario directo por : m$ 5.40

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh $.0000 0.04%$ 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.%4

0$40400$4 R"C!R +E !R32"S +E 10=40 9P hm 1.0000 0.01%1 $0.00

Partida 01.01.0.01.0 CONFORMACION Y COMPACTACION SUBRASANTE C/MOTONIVELADORA 15 7P

Rendimiento /DIA 000.0000 EQ. 000.0000 Costo unitario directo por : m 1.63

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 4.0000 0.010 11.'4

M+-%(+,%&0$0%0000 "23" m$ 0.00 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.1

0$40$0007 R!+#((! (#S! )#,R"!R#! "3!PR!P3(S"+! 101=1$%9P 10=1 hm 1.0000 0.0040 140.00

0$400004 *!!&#)E("+!R" +E 14%=1%0 9P hm 1.0000 0.0040 1'0.00

Partida 01.01.0.01.03 ELIMINACION DE EXCEDENTES C/MA2 D910:M ;ONA URBANA<

Rendimiento 3/DIA 4=0.0000 EQ. 4=0.0000 Costo unitario directo por : m$ 8.39

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 4.0000 0.07 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.7



0$4'110004 C"*#!& )!(Q3EE +E 10 m$ hm $.0000 0.0%00 101.00

0$4040010 C"R2"+!R S!,RE (("&"S 1%=1%% 9P $ >d$ hm 1.0000 0.017 1%0.00

Partida 01.01.0.0.01 SUB 8 BASE RANULAR

Rendimiento 3/DIA =50.0000 EQ. =50.0000 Costo unitario directo por : m$ 47.32

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 4.0000 0.0$7 11.'4

M+-%(+,%&

0$0%0000 "23" m$ 0.$000 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.4%

0$40$0007 R!+#((! (#S! )#,R"!R#! "3!PR!P3(S"+! 101=1$%9P 10=1 hm 1.0000 0.004 140.00

0$400004 *!!&#)E("+!R" +E 14%=1%0 9P hm 1.0000 0.004 1'0.00

Su)+(-!+&

011000$0 *E-C("+! +E *"ER#"( 2R"&3("R 8 (#2"&E m$ 1.000 $%.'

Partida 01.01.0.0.0 BASE RANULAR


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 4.0000 0.07 11.'4

M+-%(+,%&

00%01001$ *"ER#"( C("S#F#C"+! P"R" ,"SE m$ 1.000 4%.00

0$0%0000 "23" m$ 0.100 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.0

0$40$0007 R!+#((! (#S! )#,R"!R#! "3!PR!P3(S"+! 101=1$%9P 10=1 hm 1.0000 0.010 140.00

0$400004 *!!&#)E("+!R" +E 14%=1%0 9P hm 1.0000 0.010 1'0.00

Partida 01.01.0.03.01 ENCOFRADO Y DESENCOFRADO P/PAVIMENTOS %90.0


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.$00 1%.1

014701000$ !F#C#"( hh 1.0000 0.$00 1$.14

0147010004 PE!& hh 0.%000 0.100 11.'4

M+-%(+,%&

00000007 "("*,RE &E2R! REC!C#+! ? 1 /g 0.000 4.0

0000000' "("*,RE &E2R! REC!C#+! ? ' /g 0.00 4.0

0001000 C(")!S P"R" *"+ER" C!& C",E-" +E 1@ /g 0.0%00 4.0

0001000% C(")!S P"R" *"+ER" C!& C",E-" +E $ /g 0.1000 4.0

00$0000$ "CER! C!RR32"+! A>B400 /g@cm 2R"+! 0 /g 0.7714 4.004%010001 *"+ER" !R&#((! #&C(38E C!RE P"R" E&C!FR"+! p $.%000 $.%0

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 10.$



Partida 01.01.0.03.0 LOSA DE CONCRETO >?'910 @#/' %90.0


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh .$000 .11$ 1%.1

014701000$ !F#C#"( hh .0000 0.%7 1$.14

0147010004 PE!& hh 1$.0000 4.%17 11.'4

M+-%(+,%&00%000004 P#E+R" C9"&C"+" +E $@4 m$ 0.700 '0.00

00%010004 "RE&" 2R3ES" m$ 0.400 %.00

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs .7400 1'.4

0$4000000 2"S!(#&" '4 !C"&!S ga 0.00 1.00

0$0%0000 "23" m$ 0.1'40 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! $.0000 %.'1

0$4'010007 *E-C("+!R" +E C!&CRE! +E 11p$ 1' 9P hm 1.0000 0.$47' .00

0$4070004 )#,R"+!R +E C!&CRE! 4 9P .40 hm 1.0000 0.$47' 11.00

Partida 01.01.0.03.03 ACERO DE REFUERO TRANSVERSAL DE 5/="

Rendimiento @#/DIA 30.0000 EQ. 30.0000 Costo unitario directo por : /g 5.84

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.0%0 1%.1

014701000$ !F#C#"( hh 1.0000 0.0%0 1$.14

M+-%(+,%&

00000007 "("*,RE &E2R! REC!C#+! ? 1 /g 0.0$00 4.0

00$0000$ "CER! C!RR32"+! A>B400 /g@cm 2R"+! 0 /g 1.0'00 4.0

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! $.0000 0.71

Partida 01.01.0.03.04 SELLADO DE UNTAS DE DILATACION CON ASFALTO


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+014701000$ !F#C#"( hh 1.0000 0.0'00 1$.14

0147010004 PE!& hh $.0000 0.400 11.'4

M+-%(+,%&

004000000 "RE&" F#&" m$ 0.000 0.00

01$00000 "SF"(! RC=%0 ga 0.1$$0 0.00

0$000 C#(#&+R!S 3S"+! %% g P"R" C"(E&"R E( RC pa 0.0010 %.00

04$0000 (ED" carga 0.0010 $%.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $.'

Partida 01.01.0.03.05 ACABADO Y FROTAC7ADO DE LOSAS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.



M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.1$$$ 1%.1

0147010004 PE!& hh 1.0000 0.1$$$ 11.'4

M+-%(+,%&

004000000 "RE&" F#&" m$ 0.0140 0.00

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs 0.$0 1'.4

0$0%0000 "23" m$ 0.0040 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! .0000 $.0

Partida 01.01.0.03.06 FORRO DE TUBERIA PVC 1"


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.4000 1%.1

0147010004 PE!& hh .0000 0.'000 11.'4

M+-%(+,%&0%$010000 2R"S" "*"R#((" /g 0.0'00 1.0

07$0100$1 3,ER#" P)C S"( 1 % m pa 0.$'00 .00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! $.0000 1%.%

Partida 01.01.03.01.01 EXCAVACION MANUAL EN TERRENO SUELTO

Rendimiento 3/DIA .5000 EQ. .5000 Costo unitario directo por : m$ 39.78

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 1.0000 $.000 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $7.'

Partida 01.01.03.01.0 PERFILADO Y COMPACTADO C/E2UIPO P/VEREDAS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.0'00 1%.1

0147010004 PE!& hh .0000 0.100 11.'4

M+-%(+,%&

0$0%0000 "23" m$ 0.0100 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $.10

0$40$0001 C!*P"C"+!R )#,R"!R#! #P! P("&C9" 4 9P hm 1.0000 0.0'00 $.7%

Partida 01.01.03.01.03 ACARREO MANUAL DE MATERIAL EXCEDENTE DE CORTE !+940


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.



M+*$ !% O(+

0147010004 PE!& hh 1.0000 1.$$$$ 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 1%.7

Partida 01.01.03.01.04 ELIMINACION DE EXCEDENTES C/MA2 D910:M ;ONA URBANA<


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 4.0000 0.07 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.7

0$4'110004 C"*#!& )!(Q3EE +E 10 m$ hm $.0000 0.0%00 101.00

0$4040010 C"R2"+!R S!,RE (("&"S 1%=1%% 9P $ >d$ hm 1.0000 0.017 1%0.00

Partida 01.01.03.0.01 ENCOFRADO Y DESENCOFRADO P/VEREDAS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.7 1%.1

014701000$ !F#C#"( hh 1.0000 0.7 1$.14

0147010004 PE!& hh 0.%000 0.1$$$ 11.'4

M+-%(+,%&

0000000' "("*,RE &E2R! REC!C#+! ? ' /g 0.$000 4.0

0001000 C(")!S P"R" *"+ER" C!& C",E-" +E 1@ /g 0.000 4.0

00$0000$ "CER! C!RR32"+! A>B400 /g@cm 2R"+! 0 /g 0.7700 4.0

04%010001 *"+ER" !R&#((! #&C(38E C!RE P"R" E&C!FR"+! p 4.%00 $.%0

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 .11

Partida 01.01.03.0.0 VEREDAS DE CONCRETO SIMPLE >?'9140 :#/' %90.10


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.M+*$ !% O(+

014701000 !PER"R#! hh .0000 0.0'00 1%.1

014701000$ !F#C#"( hh .0000 0.0'00 1$.14

0147010004 PE!& hh 1.0000 0.4'00 11.'4

M+-%(+,%&

00%000004 P#E+R" C9"&C"+" +E $@4 m$ 0.0%%0 '0.00

00%010004 "RE&" 2R3ES" m$ 0.0%40 %.00

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs 0.000 1'.4

0$0%0000 "23" m$ 0.001' %.00

Eu)$&0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 7.4

0$4'010007 *E-C("+!R" +E C!&CRE! +E 11p$ 1' 9P hm .0000 0.0'00 .00

Partida 01.01.03.0.03 SELLADO DE UNTAS DE DILTACION CON ASFALTO P/VEREDAS




C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000$ !F#C#"( hh 1.0000 0.0'00 1$.14

0147010004 PE!& hh $.0000 0.400 11.'4

M+-%(+,%&

004000000 "RE&" F#&" m$ 0.0100 0.00

01$00000 "SF"(! RC=%0 ga 0.0070 0.00

0$000 C#(#&+R!S 3S"+! %% g P"R" C"(E&"R E( RC pa 0.0010 %.0004$0000 (ED" carga 0.0010 $%.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $.'

Partida 01.01.03.0.04 BRUADO DE VEREDAS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+014701000 !PER"R#! hh 0.%000 0.07 1%.1

014701000$ !F#C#"( hh 1.0000 0.0%$$ 1$.14

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 1.10

Partida 01.01.03.0.05 ACABADO Y FROTAC7ADO EN VEREDAS

Rendimiento /DIA =0.0000 EQ. =0.0000 Costo unitario directo por : m 7.88

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.1000 1%.1

0147010004 PE!& hh 1.0000 0.1000 11.'4

M+-%(+,%&

004000000 "RE&" F#&" m$ 0.0140 0.00

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs 0.0 1'.4

0$0%0000 "23" m$ 0.00%0 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! .0000 .

Partida 01.01.04.01 CONCRETO >?'915 @#/' PARA CUNETAS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh .0000 1.'00 1%.1

014701000$ !F#C#"( hh 0.'000 0.%10 1$.14

0147010004 PE!& hh $.000 .04'0 11.'4

M+-%(+,%&

00%000004 P#E+R" C9"&C"+" +E $@4 m$ 0.100 '0.00

00%010004 "RE&" 2R3ES" m$ 0.%000 %.00

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs '.0000 1'.4

0$0%0000 "23" m$ 0.100 %.00



Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! 1.0000 %0.$$

0$4'010007 *E-C("+!R" +E C!&CRE! +E 11p$ 1' 9P hm 0.%000 0.$00 .00

0$407000 )#,R"+!R +E C!&CRE! $@4 = hm 0.%000 0.$00 11.00

Partida 01.01.04.0 ENCOFRADO Y DESENCOFRADO NORMAL EN CUNETAS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 1.000 1%.1

014701000$ !F#C#"( hh 1.0000 1.000 1$.14

M+-%(+,%&

00000007 "("*,RE &E2R! REC!C#+! ? 1 /g 0.0'00 4.0

0001000% C(")!S P"R" *"+ER" C!& C",E-" +E $ /g 0.1%00 4.0

04%010001 *"+ER" !R&#((! #&C(38E C!RE P"R" E&C!FR"+! p %.7400 $.%0

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! $.0000 4%.1

Partida 01.01.04.03 ACABADO Y FROTAC7ADO EN CUNETAS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.041 1%.1

0147010004 PE!& hh 1.0000 0.041 11.'4

M+-%(+,%&

004000000 "RE&" F#&" m$ 0.0140 0.00

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs 0.0 1'.4

0$0%0000 "23" m$ 0.00%0 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! .0000 .%$

Partida 01.01.04.04 UNTAS ASFALTICAS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000$ !F#C#"( hh 1.0000 0.0'00 1$.14

0147010004 PE!& hh $.0000 0.400 11.'4

M+-%(+,%&

004000000 "RE&" F#&" m$ 0.000 0.00

01$00000 "SF"(! RC=%0 ga 0.1$$0 0.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! $.0000 $.'

Partida 01.01.05.01.01 C$*'(%-$ &),% >?' 9 140 @#/'


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.



M+*$ !% O(+

014701000$ !F#C#"( hh 1.0000 0.4000 1$.14

0147010004 PE!& hh .0000 $.000 11.'4

M+-%(+,%&

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs %.%000 1'.4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 47.''

0$4'010007 *E-C("+!R" +E C!&CRE! +E 11p$ 1' 9P hm 1.0000 0.4000 .00

0$4070001 )#,R"+!R +E C!&CRE! 4 9P 1.$% hm 1.0000 0.4000 11.00

Su'$*-(+-$&

04010$0001 SC +E R"&SP!RE +E "2RE2"+!S 9"S" % /m m$ 1.4000 .00

04010$000 SC +E R"&SP!RE +E "23" 9"S" % /m m$ 0.1'00 1.%0

Su)+(-!+&

0'0101040 "gregado Aino para concreto m$ 0.4700 1.'

0'0101040$ "gregado grueso para concreto m$ 0.$00 .'

Partida 01.01.05.01.0 ENCOFRADO Y DESENCOFRADO NORMAL

Rendimiento /DIA .0000 EQ. .0000 Costo unitario directo por : m 43.52

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.''' 1%.1

014701000$ !F#C#"( hh 1.0000 0.''' 1$.14

M+-%(+,%&

0000000' "("*,RE &E2R! REC!C#+! ? ' /g 0.$000 4.0

0001000% C(")!S P"R" *"+ER" C!& C",E-" +E $ /g 0.$100 4.0


Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! $.0000 %.1

Partida 01.01.05.01.03 BRUADO DE RAMPAS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 0.%000 0.07 1%.1014701000$ !F#C#"( hh 1.0000 0.0%$$ 1$.14

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 1.10

Partida 01.01.05.0.01 C$*'(%-$ &),% >?' 9 140 @#/'


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+014701000$ !F#C#"( hh 1.0000 0.4000 1$.14

0147010004 PE!& hh .0000 $.000 11.'4

M+-%(+,%&

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs %.%000 1'.4



Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 47.''

0$4'010007 *E-C("+!R" +E C!&CRE! +E 11p$ 1' 9P hm 1.0000 0.4000 .00

0$4070001 )#,R"+!R +E C!&CRE! 4 9P 1.$% hm 1.0000 0.4000 11.00

Su'$*-(+-$&

04010$0001 SC +E R"&SP!RE +E "2RE2"+!S 9"S" % /m m$ 1.4000 .00

04010$000 SC +E R"&SP!RE +E "23" 9"S" % /m m$ 0.1'00 1.%0

Su)+(-!+&

0'0101040 "gregado Aino para concreto m$ 0.4700 1.'0'0101040$ "gregado grueso para concreto m$ 0.$00 .'

Partida 01.01.05.0.0 ENCOFRADO Y DESENCOFRADO NORMAL

Rendimiento /DIA .0000 EQ. .0000 Costo unitario directo por : m 43.52

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.''' 1%.1

014701000$ !F#C#"( hh 1.0000 0.''' 1$.14

M+-%(+,%&

0000000' "("*,RE &E2R! REC!C#+! ? ' /g 0.$000 4.0

0001000% C(")!S P"R" *"+ER" C!& C",E-" +E $ /g 0.$100 4.0


Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! $.0000 %.1

Partida 01.01.05.0.03 BRUADO DE RAMPAS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 0.%000 0.07 1%.1

014701000$ !F#C#"( hh 1.0000 0.0%$$ 1$.14

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 1.10

Partida 01.01.06.01 CONCRETO SIMPLE >?'9140 :#/


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh .0000 0.400 1%.1

014701000$ !F#C#"( hh .0000 0.400 1$.14

0147010004 PE!& hh 1.0000 $.'400 11.'4

M+-%(+,%&

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs .0000 1'.4

0$4000000 2"S!(#&" '4 !C"&!S ga 0.1%$ 1.000$'000000 9!R*#2!& 5P3ES! E& !,R"6 m$ 1.%00 $.00

0$0%0000 "23" m$ 0.00 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $.%

0$4'010007 *E-C("+!R" +E C!&CRE! +E 11p$ 1' 9P hm .%000 0.'000 .00



Partida 01.01.06.0 ENCOFRADO Y DESENCONFRADO COMUN


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.4000 1%.1

014701000$ !F#C#"( hh 1.0000 0.4000 1$.14

M+-%(+,%&

0000000' "("*,RE &E2R! REC!C#+! ? ' /g 0.00 4.0

0001000 C(")!S P"R" *"+ER" C!& C",E-" +E 1@ /g 0.000 4.0

0001000% C(")!S P"R" *"+ER" C!& C",E-" +E $ /g 0.0%00 4.0

04%010001 *"+ER" !R&#((! #&C(38E C!RE P"R" E&C!FR"+! p $.700 $.%0

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 11.$1

Partida 01.01.06.03 SELLADO DE UNTAS DE DILTACION CON ASFALTO P/VEREDAS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000$ !F#C#"( hh 1.0000 0.0'00 1$.14

0147010004 PE!& hh $.0000 0.400 11.'4

M+-%(+,%&

004000000 "RE&" F#&" m$ 0.0100 0.00

01$00000 "SF"(! RC=%0 ga 0.0070 0.00

0$000 C#(#&+R!S 3S"+! %% g P"R" C"(E&"R E( RC pa 0.0010 %.00

04$0000 (ED" carga 0.0010 $%.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $.'

Partida 01.01.0.01 TRAO Y REPLANTEO


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+01470000$ !P!2R"F! hh 1.0000 0.010 1%.1

014701000$ !F#C#"( hh 1.0000 0.010 1$.14

0147010004 PE!& hh .0000 0.0$0 11.'4

M+-%(+,%&

00000 8ES! E& ,!(S"S +E % /g bs 0.0100 10.00

0$000'0 #&C9" u 0.00$0 10.00

044010000 ES"C" +E *"+ER" !R&#((! R""+" p 0.000 $.%0

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! $.0000 0.'$

0$410004 &#)E( !P!2R"F#C! C!& R#P!+E d 1.0000 0.000 40.000$4''000 ES"C#!& !"( C!& 0$ PR#S*"S d 1.0000 0.000 '4.00

Partida 01.01.0.0 EXCAVACION 7ASTA SUBRASANTE MAT. SUELTO C/TRACTOR 1408160 7P




C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh $.0000 0.04%$ 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.%4

0$40400$4 R"C!R +E !R32"S +E 10=40 9P hm 1.0000 0.01%1 $0.00

Partida 01.01.0.03 CONFORMACION Y COMPACTACION SUBRASANTE C/MOTONIVELADORA 15 7P


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 4.0000 0.010 11.'4

M+-%(+,%&

0$0%0000 "23" m$ 0.00 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.10$40$0007 R!+#((! (#S! )#,R"!R#! "3!PR!P3(S"+! 101=1$%9P 10=1 hm 1.0000 0.0040 140.00

0$400004 *!!&#)E("+!R" +E 14%=1%0 9P hm 1.0000 0.0040 1'0.00

Partida 01.01.0.04 ELIMINACION DE EXCEDENTES C/MA2 D910:M ;ONA URBANA<


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 4.0000 0.07 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.7

0$4'110004 C"*#!& )!(Q3EE +E 10 m$ hm $.0000 0.0%00 101.00

0$4040010 C"R2"+!R S!,RE (("&"S 1%=1%% 9P $ >d$ hm 1.0000 0.017 1%0.00

Partida 01.01.0.05 CONCRETO >?'915 @#/' PARA RADA Y/O PISO SIMPLE


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.M+*$ !% O(+

014701000 !PER"R#! hh 1.%000 .0000 1%.1

014701000$ !F#C#"( hh 1.0000 1.$$$$ 1$.14

0147010004 PE!& hh .0000 '.0000 11.'4

M+-%(+,%&

00%000004 P#E+R" C9"&C"+" +E $@4 m$ 0.100 '0.00

00%010004 "RE&" 2R3ES" m$ 0.%000 %.00

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs '.0000 1'.4

0$0%0000 "23" m$ 0.100 %.00

Eu)$&0$$7010001 9ERR"*#E&"S *"&3"(ES *! .0000 14.4'

0$4'010007 *E-C("+!R" +E C!&CRE! +E 11p$ 1' 9P hm 1.0000 1.$$$$ .00

Partida 01.01.0.06 ENCOFRADO Y DESENCOFRADO NORMAL EN ESCALINATAS




C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 1.000 1%.1

014701000$ !F#C#"( hh 1.0000 1.000 1$.14

M+-%(+,%&

00000007 "("*,RE &E2R! REC!C#+! ? 1 /g 0.0'00 4.0

0001000% C(")!S P"R" *"+ER" C!& C",E-" +E $ /g 0.1%00 4.0

04%010001 *"+ER" !R&#((! #&C(38E C!RE P"R" E&C!FR"+! p %.7400 $.%0

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! $.0000 4%.1

Partida 01.01.0.0.01 ACARREO DE ADO2UINES ;510.5<


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 1.0000 0.01$$ 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! $.0000 0.1

Partida 01.01.0.0.0 CAPA BASE CON ARENA COMN ;% 9 3 + 4 '.<


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000$ !F#C#"( hh 0.%000 0.000 1$.14

0147010004 PE!& hh 1.0000 0.4000 11.'4

M+-%(+,%&

004000000 "RE&" F#&" m$ 0.0400 0.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 7.$7

Partida 01.01.0.0.03 INSTALACION DE ADO2UINES DE CONCRETO


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.4000 1%.1

014701000$ !F#C#"( hh 1.0000 0.4000 1$.14

M+-%(+,%&

00%0$007% "+!Q3#&ES +E C!(!RES u 4.0000 .%0

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 11.$10$$70$0004 C!R"+!R" SE&S##)" +E 1 u 0.0100 %0.00

Partida 01.01.0=.01.01 PREPARACION DE TIERRA DE C7ACRA




C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 1.0000 0.%$$$ 11.'4

M+-%(+,%&

00401000$ #ERR" +E C9"CR" ! )E2E"( m$ 0.10 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 .$1

Partida 01.01.0=.01.0 ARANDEO DE TIERRA DE C7ACRA


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 1.0000 0.%$$$ 11.'4

M+-%(+,%&

00401000$ #ERR" +E C9"CR" ! )E2E"( m$ 0.10 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 .$1

0$40'0010 -"R"&+" )#,R"!R#" 4 14 *!!R E(ECR#C! 1% 9P hm 1.0000 0.%$$$ %%.00

Partida 01.01.0=.01.03 SEMBRADO DE RASS EN ARDINERAS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.7 1%.1

0147010004 PE!& hh 0.%000 0.1$$$ 11.'4

M+-%(+,%&

0$%0001 CESPE+ m 1.0000 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 %.1

Partida 01.01.0=.0.01 EXCAVACION DE 7OYOS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 1.0000 0.7 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 7.'

Partida 01.01.0=.0.0 SEMBRADO DE PLANTAS ORNAMENTALES


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 1.0000 0.1$$$ 11.'4



M+-%(+,%&

0$%000 P("&!&ES !R&"*E&"(ES u 1.0000 %0.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 1.%'

Partida 01.01.0.01 EXCAVACION MANUAL EN TERRENO SUELTO


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 1.0000 $.000 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $7.'

Partida 01.01.0.0 REFINE NIVELACION Y COMPACTACION DE ANA


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.07 1%.1

0147010004 PE!& hh $.0000 0.000 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $.$'

0$40$0001 C!*P"C"+!R )#,R"!R#! #P! P("&C9" 4 9P hm 1.0000 0.07 $.7%

Partida 01.01.0.03 RELLENO CON TIERRA CERNIDA ;CAMA DE APOYO P/TUBERIA<

Rendimiento 3/DIA =.0000 EQ. =.0000 Costo unitario directo por : m$ 38.66

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000$ !F#C#"( hh 1.0000 1.0000 1$.14

0147010004 PE!& hh .0000 .0000 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $.'

Partida 01.01.0.04 RELLENO LATERAL Y ENCIMADO CON MATERIAL PROPIO 7930CM DE LA CLAVE DEL TUBO DE DESAUE


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000$ !F#C#"( hh 1.0000 1.0000 1$.14

0147010004 PE!& hh .0000 .0000 11.'4

M+-%(+,%&

0$0%0000 "23" m$ 0.1000 %.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $.'

0$40$0001 C!*P"C"+!R )#,R"!R#! #P! P("&C9" 4 9P hm 1.0000 1.0000 $.7%

Partida 01.01.0.05 REINSTALACION DE CONEXIONES DOMICILIARIAS P/DESAUE




C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 1.$$$$ 1%.1

014701000$ !F#C#"( hh .0000 .7 1$.14

0147010004 PE!& hh 1.0000 1.$$$$ 11.'4

M+-%(+,%&

00000007 "("*,RE &E2R! REC!C#+! ? 1 /g 0.%00 4.0010140077 S#((" EE 0G 8@! S#((" 8EE 4%G P)C +& 0010 S=% u 1.0000 $%.00

01014007' C!+! 4%G P)C #S! 44$% S=% +B10mm u 1.0000 $%.00

0$0400$ PE2"*E&! P"R" P)C ga 0.0% 1$0.00

071$001 3,ER#" P)C S"( #S! 44$% +B00mm S=% 5#&C "&#((!S6 u .0000 1$'.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 70.

Partida 01.01.0.06 MANTENIMIENTO DEL SERVICIO DE DESAUE DURANTE LA CONSTRUCCION


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 10.0000 '0.0000 11.'4

M+-%(+,%&

010000$7 3,ER#" C!RR32"+" 9+PE & 1 #, S!(#+" 'H1'I 53,! +E u 0.0000 1$.00

010000$' RE+3CC#!& 9+PE 'H u 0.0000 '.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 47.0

0$4'0'0007 *!!,!*," $4 9P ' hm $0.0000 40.0000 %%.00

Partida 01.01.10.01 EXCAVACION MANUAL EN TERRENO SUELTO


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 1.0000 $.000 11.'4

Eu)$&0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $7.'

Partida 01.01.10.0 REFINE NIVELACION Y COMPACTACION DE ANA


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.07 1%.1

0147010004 PE!& hh $.0000 0.000 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $.$'

0$40$0001 C!*P"C"+!R )#,R"!R#! #P! P("&C9" 4 9P hm 1.0000 0.07 $.7%

Partida 01.01.10.03 RELLENO CON TIERRA CERNIDA ;CAMA DE APOYO P/TUBERIA<




C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000$ !F#C#"( hh 1.0000 1.0000 1$.14

0147010004 PE!& hh .0000 .0000 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $.'

Partida 01.01.10.04 CONEXION DOMICILIARIA DE AUA 1/" 7ASTA 10.00 INC. CAA


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 .0000 1%.1

0147010004 PE!& hh .0000 4.0000 11.'4

M+-%(+,%&

004000000 "RE&" F#&" m$ 0.1000 0.0000%000004 P#E+R" C9"&C"+" +E $@4 m$ 0.1000 '0.00

00%010004 "RE&" 2R3ES" m$ 0.1000 %.00

0101$010 ((")E C!RP!R"#!& +E 1@ u 1.0000 1.00

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs 0.%000 1'.4

0$0400$ PE2"*E&! P"R" P)C ga 0.0040 1$0.00

0$000% C#&" EF(!& u 1.0000 1.00

0$1%1000 C"J" +E C!&CRE! P"R" *E+#+!R "23" u 1.0000 4%.00

0%0%$000% "P" 8 *"RC! FG2G P@*E+#+!R +E "23" 11 pa 1.0000 $%.00

071000$% ",R"-"+ER"S +E F#ERR! F3&+#+! 5PREC#! PR!*E+#!6 u 1.0000 %.00

07000104 3,ER#" P)C S"P "=10 +E 1@ m .0000 .00

070$00$ 3&#!& P)C S"P P"R" "23" PRES#!& +E 1 1@ u .0000 .00

07$0001' C!+! +E 0 SP P)C S"P P@"23" +E 1@ u .0000 1.0

07710000 ((")E +E P"S! P)C 1@ 5#&C.3ER=&#P(E6 u 1.0000 10.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 77.0

Partida 01.01.11.01 PINTADO DE PAVIMENTOS ;LINEA CONTINUA<


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.000 1%.1

0147010004 PE!& hh 4.0000 0.00'0 11.'4

M+-%(+,%&

0%$0%000 +#S!()E&E #(!( ga 0.0010 %%.00

0%$0%001$ *#CR!ESFER" +E )#+R#! /g 0.0$%0 10.00

0%44%0070 P#&3R" +E R"F#C! ga 0.0110 '.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.1

0$4000 *"Q3#&" P"R" P#&"R hm 1.0000 0.000 0.00

Partida 01.01.11.0 PINTADO DE PAVIMENTOS ;SIMBOLOS Y LETRAS<




C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.0100 1%.1

0147010004 PE!& hh 4.0000 0.0400 11.'4

M+-%(+,%&

0%$0%000 +#S!()E&E #(!( ga 0.00 %%.00

0%$0%001$ *#CR!ESFER" +E )#+R#! /g 0.$%00 10.00

0%44%0070 P#&3R" +E R"F#C! ga 0.1100 '.00

Eu)$&0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.

0$4000 *"Q3#&" P"R" P#&"R hm 1.0000 0.0100 0.00

Partida 01.01.11.03 PINTADO DE SARDINELES


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 0.0040 1%.1

0147010004 PE!& hh 4.0000 0.010 11.'4

M+-%(+,%&

0%$0%000 +#S!()E&E #(!( ga 0.00$0 %%.00

0%$0%001$ *#CR!ESFER" +E )#+R#! /g 0.000 10.00

0%44%0070 P#&3R" +E R"F#C! ga 0.00 '.00

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.%

0$4000 *"Q3#&" P"R" P#&"R hm 1.0000 0.0040 0.00

Partida 01.01.1.01 ENSAYOS DE CONTROL DE CALIDAD PARA SUB8RASANTE


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

Su'$*-(+-$&

040010014 Reaciones +ensidad = 9umedad 5Proctor modiAicado6 ens 4.0000 0.00

04001001% Ensa>o C.,.R ens 4.0000 $%.00

Partida 01.01.1.0 ENSAYOS DE CONTROL DE CALIDAD PARA LA SUB8BASE


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

Su'$*-(+-$&

040010014 Reaciones +ensidad = 9umedad 5Proctor modiAicado6 ens 0.0000 0.00

04001001% Ensa>o C.,.R ens $.0000 $%.00

04001001 2ranuometria ens '.0000 '.00

040010017 (imites de Consistencias ens '.0000 140.00

04001001' EKuiLaente de arena ens $.0000 %.00

04001001 "brasion os angees ens $.0000 1'.00

04001004 +ensidad en e sitio 5*etodo de cono6 ens %'.0000 %.00

Partida 01.01.1.03 ENSAYOS DE CONTROL DE CALIDAD DEL CONCRETO 7IDRAULICO

Rendimiento %*&/DIA 1.0000 EQ. 1.0000 Costo unitario directo por : ens 45.00

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.



Su'$*-(+-$&

04001000 E&S"8!S +E (",!R"!R#! P"R" R!3R" +E C!&CRE! pto 1.0000 4%.00

Partida 01.0.01.01 BANCAS PARA DESCANSO


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

Su)+(-!+&

011001004 EC")"C#!& *"&3"( E& ERRE&! S3E(! m$ 0.100 $.7'0110$01%0 C!&CRE! AIcB 10 /g@cm m$ 0.%100 4'0.%

0110$0104 E&C!FR"+! 8 +ESE&C!FR"+! C!& *"+ER" !R&#((! m $.000 .4%

0110$0%101 "CER! C!RR32"+! A>B400 /g@cm 2R"+! 0 /g .7$00 .4

011%400107 "C","+! #P! 2R"&#! P3(#+! m $.000 11.''

Partida 01.0.01.0 TAC7O METALICO


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

Su)+(-!+&011001004 EC")"C#!& *"&3"( E& ERRE&! S3E(! m$ 0.000 $.7'

0110$01%00 C!&CRE! S#*P(E AIcB140 Mg@m m$ 0.000 70.%

011%40010' "C9! *E"(#C! #&C@"CCES!R#!S u 1.0000 %0.00

Partida 01.03.01 CONFORMACION Y CAPACITACION AL COMITE DE MANTENIMIENTO VIAL


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

Su'$*-(+-$&

04001000$ C!&R""C#!& +E ESPEC#"(#S" E& C"P"C#"C#!& +E( C!*# gb 1.0000 1<%00.00

Partida 01.03.0 TRABAO DE SENSIBILIACION SOCIAL


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

Su'$*-(+-$&

04001000 R","J! +E SE&S#,#(#-"C#!& S!C#"( gb 1.0000 10<74.%0

Partida 01.04.01 EDUCACION AMBIENTAL Y SEURIDAD A TRABADORES

Rendimiento %&/DIA 1.0000 EQ. 1.0000 Costo unitario directo por : mes 950.00

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+-%(+,%&

0$07%0111 *"ER#"( +#+NC#C! 5F!((E!S< ROP#C!S< R!"F!(#!S< E gb 1.0000 00.00

0$07%011 3#(ES +E ESCR#!R#! gb 1.0000 1%0.00

Eu)$&

0$47000%1 C!*P3"+!R" P!R"#( he 0.%00 .0000 4%.00

0$47000% PR!8EC!R *3(#*E+#" he 0.%00 .0000 %%.00

Partida 01.04.0 SEALIACION AMBIENTAL DE PROTECCION OCUPACIONAL Y DE SEURIDAD




C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+-%(+,%&

0$04'00$7 C#&" P("S#C" SED"(#-"+!R" r 1.0000 %'.00

0$1$0017 #&S"("C#!& +E C"RE(ES u 10.0000 %0.00

0$1$001' R"&Q3ER" #P! #JER" +E .40 *. H1.0 *. P"R" SED"( +E P u '.0000 400.00

0$1$001 C!&! +E F#,R" +E )#+R#! F(3!RESCE&E u 10.0000 0.00

Partida 01.04.03 SUMINISTRO E INSTALACIONES DE CONTENEDORES

Rendimiento #,/DIA 1.0000 EQ. 1.0000 Costo unitario directo por : gb 500.00

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+-%(+,%&

0$%000' "C9!S P"R" RES#+3!S #&C. P#&3R" u .0000 %0.00

Partida 01.04.04 CONSTRUCCION DE LOSA Y TRAMPA ATRAPA RASAS

Rendimiento u/DIA 1.0000 EQ. 1.0000 Costo unitario directo por : u 1,524.64

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+014701000 !PER"R#! hh 1.0000 '.0000 1%.1

0147010004 PE!& hh 1.0000 '.0000 11.'4

M+-%(+,%&

004000000 "RE&" F#&" m$ 4.1000 0.00

00%010004 "RE&" 2R3ES" m$ 4.1000 %.00

01000001 CE*E&! P!R("&+ #P! # 54.% /g6 bs 4.1%00 1'.4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 1%.'

Partida 01.04.05 MICRORELLENO SANITARIO


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 0.000 0.004' 1%.1

0147010004 PE!& hh 0.0111 0.0''' 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 1.10$40400$4 R"C!R +E !R32"S +E 10=40 9P hm 0.00' 0.04 $0.00

Partida 01.04.06 RIEO EN ONA DE TRABAO

Rendimiento #,/DIA 1.0000 EQ. 1.0000 Costo unitario directo por : gb 406.62

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 0.%00 .0000 1%.1

0147010004 PE!& hh 0.%00 .0000 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 %$.

0$4'0'0007 *!!,!*," $4 9P ' hm 0.%00 .0000 %%.00

0$4'1004 C"*#!& C#SER&" 5"23"6 <%00 g hm 0.%00 .0000 10.00



Partida 01.04.0 PREPARACIÓN DE CAPA SUPERFICIAL DE DEPÓSITOS DE MATERIAL EXCEDENTE

Rendimiento G+/DIA 1.0000 EQ. 1.0000 Costo unitario directo por : ha 5,445.92

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 1.0000 '.0000 1%.1

0147010004 PE!& hh .0000 1.0000 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 $10.400$40400$4 R"C!R +E !R32"S +E 10=40 9P hm .0000 1.0000 $0.00

Partida 01.04.0= ACONDICIONAMIENTO DE DESEC7OS Y EXCEDENTES DE CORTE EN ONA DE BOTADEROS


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

0147010004 PE!& hh 1.0000 0.00'0 11.'4

Eu)$&0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 0.0

0$40$0007 R!+#((! (#S! )#,R"!R#! "3!PR!P3(S"+! 101=1$%9P 10=1 hm 1.0000 0.00'0 140.00

0$40400$4 R"C!R +E !R32"S +E 10=40 9P hm 0.%000 0.0040 $0.00

Partida 01.04.0 ACONDICIONAMIENTO AMBIENTAL DEL PATIO DE MH2UINAS

Rendimiento G+/DIA 1.0000 EQ. 1.0000 Costo unitario directo por : ha 3,661.33

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+*$ !% O(+

014701000 !PER"R#! hh 0.%000 4.0000 1%.1

0147010004 PE!& hh 4.0000 $.0000 11.'4

Eu)$&

0$$7010001 9ERR"*#E&"S *"&3"(ES *! %.0000 4$.$

0$40400$4 R"C!R +E !R32"S +E 10=40 9P hm 1.%00 10.0000 $0.00

Partida 01.04.10 PLAN DE MONITOREO AMBIENTAL


C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+-%(+,%&

0$07%011$ SER)#C#! +E E&S"8! +E C"(#+"+ +E "#RE u .0000 1<00.00

0$07%0114 SER)#C#! +E E&S"8! +E C"(#+"+ +E R3#+! u .0000 %0.00

Partida 01.05.01 FLETE TERRESTRE

Rendimiento #,/DIA =0.0000 EQ. =0.0000 Costo unitario directo por : gb 86,995.50

C!#$ D%&'()'* R%'u(&$ U*!+! Cu+!(,,+ C+*-!+! P(%'$ S/.

M+-%(+,%&0'0101'0 F(EE ERRESRE gb 1.0000 '<%.%0



1

01/0/015

P+('+, S/.

$.''

$.'0

5.6=

%.'

1.%

1.%

$7.'

0.%0

40.00

47.00

1143.6

.'

.=

P+('+, S/.

$$<7%.07

%<'7.14

366.1

P+('+, S/.

00.00

1<00.00

1=00.00

P+('+, S/.

$<'.'0

'<%4.'0

1153.60

%0.00

$.'0



10.%0

400.00

664.30

07.'

1<00.00

<%0.00

43.6=

P+('+, S/.

4'.$'

$.07

7%.7'

1=.3

.$

$'.00

4.36

P+('+, S/.

0.%4

0.54

0.0$

4.'$

4.=6

P+('+, S/.

0.1

0.1

0.1%

0.15

0.01

0.%

0.7

1.

P+('+, S/.

0.7

0.

0.04



%.0%

.%1

.60

P+('+, S/.

0.4%0.45

1.%0

1.50

0.0

1.$

1.

3.03

4.$4

4.34

P+('+, S/.

0.0

0.0

%4.00

0.0

54.60

0.0%

.

$.4

6.13

P+('+, S/.

4.'4

4.0

1.'

10.3

0.'

1.0

0.$

0.4

$.%%1.%

1.

0.%%

0.55



P+('+, S/.

$$.1$

.14

%$.%4

5.=1

%7.0

7.$0

1'1.%%

$.%

0.

0.=

.'7

1.%

$.'$

=.6

P+('+, S/.

0.$'

0.$$

0.1

0.14

4.7

5.11

0.0

0.0

P+('+, S/.

1.0%

.'4

3.=

1.0

.

0.07

0.04

3.

0.1

0.1

P+('+, S/.



.0

1.%'

3.60

0.'4

4.4%

0.0

5.31

0.070.0

P+('+, S/.

.0%

.47

15.5

1.$0

'.$

.66

0.47

0.4

P+('+, S/.

$7.'

3.=

1.'

1.=

P+('+, S/.

1.1

1.'

3.10

0.0%

0.05

0.1

0.$0

0.46

P+('+, S/.



1%.7

15.

0.7

0.

P+('+, S/.

0.7

0.

0.04

%.0%

.%1

.60

P+('+, S/.

4.0$

$.%0

1.%'

.11

1.$'

0.'

$.%4

1%.

1.16

0.4

0.46

P+('+, S/.

1.1

1.0%

%.'

.4

4.40

$.%1

11.1'

0.01

1.10

0.40

4.

5.36



P+('+, S/.

1.0%

.'4

3.=

0.0

0.14

0.070.04

0.=5

0.1

0.1

P+('+, S/.

0.40

0.70

1.10

0.0

0.06

P+('+, S/.

1.%1

1.1'

.6

0.'4

4.7

0.0$

5.14

0.0%0.05

P+('+, S/.

1.$%

.7$

4.%

50.33

7.'0

$.%0

14.1

1.0%

55.4



0.%0

1.'4

$.%

3.=6

P+('+, S/.

4.1

1.0

45.1

0.$7

0.

0.0

1.15

1.$

1.36

P+('+, S/.

1.4

1.11

.53

0.'4

4.7

0.0$

5.14

0.0%

0.05

P+('+, S/.

1.0%

.'4

3.=

0.1

.

.=

0.1

0.1

P+('+, S/.



%.

4.

4.==

10.%

10.5

.$

4.'0

4.4031.5

'.40

0.7

=.6

10.

4.4

35.0

P+('+, S/.

1$.44

11.'

5.1

1.$'

1.4$

14.'4

1.65

0.7%

0.5

P+('+, S/.

0.400.70

1.10

0.0

0.06

P+('+, S/.

%.

4.

4.==

10.%

10.5



.$

4.'0

4.40

31.5

'.40

0.7

=.6

10.4.4

35.0

P+('+, S/.

1$.44

11.'

5.1

1.$'

1.4$

14.'4

1.65

0.7%

0.5

P+('+, S/.

0.40

0.70

1.10

0.0

0.06

P+('+, S/.

.'

'.41

4%.47

63.56

111.'4

.440.00

0.01

154.31

$.1'

4.0



5.=

P+('+, S/.

.0%

%.

11.31

1.0

0.'

0.$

1$.0

14.3

0.%7

0.5

P+('+, S/.

1.0%

.'4

3.=

0.0

0.14

0.07

0.04

0.=5

0.1

0.1

P+('+, S/.

0.4

0.1

0.$'

0.=3

0.10

0.$

0.07

0.53

0.0

0.0'0.17

0.



P+('+, S/.

0.%4

0.54

0.0$

4.'$

4.=6

P+('+, S/.

0.1

0.1

0.1%

0.15

0.010.%

0.7

1.

P+('+, S/.

0.7

0.

0.04

%.0%

.%1

.60

P+('+, S/.

$0.4

17.%

4.7

14.4=

7.'0

$.%0

14.1

1.0%

55.4

.'%

'.

=5.51



P+('+, S/.

4.1

1.0

45.1

0.$7

0.

0.01.15

1.$

1.36

P+('+, S/.

0.10.16

0.00

P+('+, S/.

.$

4.74

.3

.40

.40

0.$7

0.3

P+('+, S/.

.0%

%.

11.31

10%.00

105.00

0.%70.%0

1.0



P+('+, S/.

.$1

6.31

14.04

14.04

0.$

0.3

P+('+, S/.

.$1

6.31

14.04

14.04

0.$

.$$

.65

P+('+, S/.

4.0$

1.%'

5.61

%.00

5.00

0.'

0.=

P+('+, S/.

7.'

.=

0.$

0.3

P+('+, S/.

1.%'

1.5=



%0.00

50.00

0.0'

0.0=

P+('+, S/.

$7.'

3.=

1.'

1.=

P+('+, S/.

1.01

.$7

3.3=

0.17

0.%

0.4

P+('+, S/.

1$.14

$.'

36.=

1.'4

1.=4

P+('+, S/.

1$.14

$.'

36.=

0.%0

0.50

1.'4

$.7%

5.5



P+('+, S/.

0.1

$%.04

1%.7

0.

1.1%$%.00

$%.00

.'4

7.00

353.

$.%%

3.55

P+('+, S/.

47.0

4.0

11<''0.00

1<'0.00

13560.00

47.$

1$<00.00

134.36

P+('+, S/.

$7.'

3.=

1.'

1.=

P+('+, S/.

1.01

.$7

3.3=

0.17

0.%

0.4



P+('+, S/.

1$.14

$.'

36.=

1.'4

1.=4

P+('+, S/.

$0.4

47.$

.60

.00'.00

.%0

1.00

.$

0.%

1.00

4%.00

$%.00

%.00

1'.00

1.00

.40

10.00

10.4

$.''

3.==

P+('+, S/.

0.0$

0.0

0.1

0.0

0.$%

0.7%

1.16

0.01

0.10.13



P+('+, S/.

0.1%

0.47

0.6

0.%$

$.%0

7.4'

11.51

0.0$

0.0

0.63

P+('+, S/.

0.0

0.10.5

0.17

0.0

1.%0

.

0.01

0.4

0.5

P+('+, S/.

<10.00

7<'00.00

60.00

P+('+, S/.

1<'00.00

7%.00

%44.00

1<10.00

1'.00

%%'.00

$<4'.00

=413.00

P+('+, S/.



4%.00

45.00

P+('+, S/.

7.%4%.0

114.'

1.'0

4.$$

5=0.64

P+('+, S/.

$.%'

4.$

%0.00

6.4

P+('+, S/.

1<%00.00

1500.00

P+('+, S/.

10<74.%0

104.50

P+('+, S/.

00.00

1%0.00

50.00

0.00

110.0000.00



P+('+, S/.

%'.00

%00.00

$<00.00

00.00

435=.00

P+('+, S/.

%00.00

500.00

P+('+, S/.

10.

4.7

15.6=

4.00

.%0

7'%.'

1=.1=

10.7'

10.=

P+('+, S/.

0.07

1.0%

1.1

0.07.17

.3

P+('+, S/.

$0.4

$.'

53.

.70

110.00

40.00

35.0



P+('+, S/.

10.

1'.44

310.40

1%.%%<10.00

5135.5

P+('+, S/.

0.0

0.0

1.1

1.'

.40

P+('+, S/.

0.4'

$7'.''

43.36

1.7

$<00.00

31.

P+('+, S/.

<400.00

1<10.00

350.00

P+('+, S/.

21.2.-analisissubpresupuestovarios

Documents