Analisis Partidas 14.05.12

8/18/2019 Analisis Partidas 14.05.12

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Análisis de precios unitarios

Presupuesto 0401027 ESTUDIO DEFINITIVO DEL PROYECTO DE LA AMPLIACION E LA SEGUNDA CALZADA DE LA CAGUAYTIA - PUCALLPA

Subpresupuesto 002 ESTUDIO DEFINITIVO DEL PROYECTO DE LA AMPLIACION DE LA SEGUNDA CALZADA

AGUAYTIA PUCALLPAPartida 101.A MOVILIZACION Y DESMOVILIZACION DE EQUIPOS

Rendimiento glbDIA 1.0000 EQ. 1.0000 Costo unitar

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,%(#,l%&

0232970003 !"#$#%&C#!' ( )ES!"#$#%&C#!' )E EQ*#P!S est

Partida 102.A TRAZO Y REPLANTEO

Rendimiento /DIA 0. EQ. 0. Costo unitar

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7000032 -!P!R&/! 2.000001,70000,0 '#"E$&)!R 2.000001,701000, PE!' 1.000001,70,0012 &(*)&'-E )E -!P!R&/#& ,.000001,70,0013 &(*)&'-E )E '#"E$&)!R ,.0000

M,%(#,l%&020201002, C$&"!S PR!E)#! +g0202170001 C$&"!S P&R& C&$&#'& +g020220003 P$&C& )E R!'CE u0203020003 &CER! C!RR*&)! 45,200 +g6cm2 R&)! 0 +g02,30,0000 &)ER& -!R'#$$! p202,010007 -R#P$&( )E 19 mm pl02,11001 P#'-*R& ES&$-E gal

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,90021 ES-&C#!' -!-&$ m 2.000003,90023 '#"E$ e 2.0000

S+b),(#",&9097010,3322 C!'CRE-! C$&SE / ;


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AGUAYTIA PUCALLPA

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 1.000001,7010002 !PER&R#! 1.000001,701000, PE!' 2.0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,90,003, -R&C-!R )E !R*&S )E 190>2,0 8P m 1.0000


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AGUAYTIA PUCALLPAPartida 202. DEMOLICION DE ESTRUCTURAS

Rendimiento /DIA 12.0000 EQ. 12.0000 Costo unitar

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 2.000001,701000, PE!' ,.0000

M,%(#,l%&

0230020097 &RRE'! < ? 16@ u

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,902000 C!PRES!R& 'E*&-#C& 7 8P 20>330 PC m 1.000003,90000 &R-#$$! 'E*&-#C! )E 29 +g m 2.0000

Partida 202.EE REMOCION DE CARPETA ASFALTICA


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 3.000001,701000, PE!' 3.0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,00071 C!R-&)!R& )E )#SC! m 1.000003,902000 C!PRES!R& 'E*&-#C& 7 8P 20>330 PC m 1.000003,90,0010 C&R&)!R S!RE $$&'-&S 12>1 8P 3 4d3 m 1.0000

03,90000 &R-#$$! 'E*&-#C! )E 29 +g m 2.0000

Partida 20.C E6CAVACION EN E6PLANACIONES EN MATERIAL COMUN


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.00001,701000, PE!' 2.0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,90,003, -R&C-!R )E !R*&S )E 190>2,0 8P m 0.00003,90003 RE-R!E?C&"&)!R& S!RE !R*&S 11>1 8P 7 >1., 4d3 m 0.,000


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AGUAYTIA PUCALLPA


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AGUAYTIA PUCALLPAPartida 20.EE PERFILADO Y COMPACTACION EN ZONA DE CORTE

Rendimiento /2DIA 000.0000 EQ. 000.0000 Costo unitar

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 1.000001,7010003 !/#C#&$ 1.000001,701000, PE!' ,.0000

E3+#)$&

0337010001 8ERR&#E'-&S &'*&$ES !

03,9030007 m 1.0000

03,909000, !-!'#"E$&)!R& )E 1,>10 8P m 1.0000

S+b),(#",&90970103070 &*& P&R& !R& m3

Partida 210.A TERRAPLENES


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 1.000001,701000, PE!' 3.0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,9030007 R!)#$$! $#S! "#R&-!R#! &*-!PR!P*$S&)! 101>138P 10>12 ton m 1.000003,9030032 R!)#$$! P&-& C&R& "#R&. &*-!PR!P*$S&)! 100>138P 11>13 ton m 1.000003,90,003, -R&C-!R )E !R*&S )E 190>2,0 8P m 0.00003,909000, !-!'#"E$&)!R& )E 1,>10 8P m 1.0000

S+b),(#",&90970103070 &*& P&R& !R& m3

Partida 220. ME8ORAMIENTO DE SUELOS A NIVEL DE SURASANTE


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b),(#",&

9097010201 C!R-E P&R& EA!R&#E'-! )E S*E$!S & '#"E$ )E S*R&S&'-E m390970102017 C!'/!R&C#!' )E EA!R&#E'-! )E S*E$!S & '#"E$ )E S*R&S&'-E m3

Partida 220.EE MATERIAL DE CANTERA PARA RELLENO

&*-!PR!P*$S&)! 101>


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AGUAYTIA PUCALLPA

Rendimiento /DIA EQ. Costo unitar

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b),(#",&

909701022303 E?-R&CC#!' )E &-ER#&$ )E C&'-ER& m39097010,,03 %&R&')E! ES-&-#C! m3


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AGUAYTIA PUCALLPAPartida 0.A SU-ASE GRANULAR


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 1.000001,701000, PE!' ,.0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

03,9030007 R!)#$$! $#S! "#R&-!R#! &*-!PR!P*$S&)! 101>138P 10>12 ton m 1.000003,909000, !-!'#"E$&)!R& )E 1,>10 8P m 1.0000

S+b),(#",&90970103070 &*& P&R& !R& m3909701032202 &-ER#&$ SE$ECC#!'&)&! P&R& S* &SE m3

Partida 0.A ASE GRANULAR


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 1.000001,701000, PE!' ,.0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,9030007 R!)#$$! $#S! "#R&-!R#! &*-!PR!P*$S&)! 101>138P 10>12 ton m 1.000003,909000, !-!'#"E$&)!R& )E 1,>10 8P m 1.0000

S+b),(#",&

909701020,97 &-ER#&$ SE$ECC#!'&)! P&R& &SE R&'*$&R m390970103070 &*& P&R& !R& m3

Partida 401.A IMPRIMACION ASFALTICA


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 1.000001,701000, PE!' .0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,902000 C!PRES!R& 'E*&-#C& 7 8P 20>330 PC m 1.000003,90,0102 #'#C&R&)!R 70 8P 0. ()3 m 1.0000


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AGUAYTIA PUCALLPA03,9310003 C&#!' #PR#&)!R )E 100 gl m 1.0000

S+b),(#",&90901010,29 &RE&)! /#'! %&R&')E&)! m3

Partida 402.A RIEGO DE LIGA


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,

M,*$ "% Ob(,01,7010001 C&P&-&% 1.000001,7010003 !/#C#&$ 1.000001,701000, PE!' .0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,902000 C!PRES!R& 'E*&-#C& 7 8P 20>330 PC m 1.000003,90,0102 #'#C&R&)!R 70 8P 0. ()3 m 1.000003,9310003 C&#!' #PR#&)!R )E 100 gl m 1.0000


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AGUAYTIA PUCALLPAPartida 410.A PAVIMENTO DE CONCRETO ASFALTICO CALIENTE 9MAC:

Rendimiento /DIA 24;.0000 EQ. 24;.0000 Costo unitar

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 1.000001,7010002 !PER&R#! 1.000001,701000, PE!' .0000

E3+#)$&

03,9030021 R!)#$$! 'E*&-#C! &*-!PR!P*$S&)! 13 8P 9>2 ton m 1.000003,90300, R!)#$$! -&')E "#R&-!R#! &*-!PR!P*$S&)! 111>1308P 9>11 ton m 1.000003,92000 P&"#E'-&)!R& S6 !R*& 10 8P m 1.0000

S+b),(#",&909701030722 PREP&R&C#!' )E $& E%C$& &S/&$-. E' C&$#E'-E m3

Partida 420.A CEMENTO ASFALTICO PEN 400

Rendimiento gDIA EQ. Costo unita

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,%(#,l%&

0220010007 CEE'-! &S/&$-#C! PE' ,060 +g

Partida 421.A EMULSION ASFALTICA

Rendimiento LDIA 4400.0000 EQ. 4400.0000 Costo unit

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,%(#,l%&

0213000029 E*$S#!' &S/&$-#C& CSS>1 $

Partida 422.A ASFALTO DILUIDO TIPO MC-0

Rendimiento LDIA 1.0000 EQ. 1.0000 Costo unit

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,%(#,l%&

0213000027 &S/&$-! )#$*#)! C>30 $

Partida 42.A FILLER MINERAL

Rendimiento gDIA 1.0000 EQ. 1.0000 Costo unita

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,


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AGUAYTIA PUCALLPAM,%(#,l%&0229030099 C&$ 8#)R&-&)& +g


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AGUAYTIA PUCALLPAPartida 424.A ADITIVO ME8ORADOR DE AD330 PC m 0.100003,90,0021 RE-R!E?C&"&)!R S!RE $$&'-&S 8P 1 4d3 m 1.000003,90000 &R-#$$! 'E*&-#C! )E 29 +g m 0.2000

Partida =0.EE LIMPIEZA Y ENCAUZAMIENTO DE ALCANTARILLAS


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b),(#",&

9097010,21 E?C&"&C#!' &'*&$ m39097010,219 E?C&"&C#!' P&R& ES-R*C-*R&S E' &-ER#&$ C!*' m3

Partida =0.EE PREPARACION DE SUPERFICIE DE CONCRETO


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.200001,7010003 !/#C#&$ 3.0000

M,%(#,l%&023000019 PE&E'-! EP!?#C! +g

E3+#)$&


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AGUAYTIA PUCALLPA0337010001 8ERR&#E'-&S &'*&$ES !

S+b),(#",&900002031 P#C&)! )E C!'CRE-! m3


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AGUAYTIA PUCALLPAPartida =0.A RELLENO PARA ESTRUCTURAS


C!"#g$ D%&'(#)'#!* R%'+(&$ C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 1.000001,701000, PE!' ,.0000

E3+#)$&

0337010001 8ERR&#E'-&S &'*&$ES !03,903000, C!P&C-&)!R "#R&-!R#! -#P! P$&'C8& 7 8P m 2.000003,9030017 R!)#$$! $#S! "#R&-!R#! &'*&$ 10.8P 0.>1.1 ton m 1.0000

S+b),(#",&90970103070 &*& P&R& !R& m3

Partida =0. MATERIAL FILTRANTE


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 1.000001,701000, PE!' .0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

S+b),(#",&90970102117 -R&'SP!R-E )E &-ER#&$ /#$-R&'-E m3909701031231 &-ER#&$ )E /#$-R! m3

Partida =0.EE REFUERZO DE CIMENTACION 0.=0 /.


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 1.000001,7010002 !PER&R#! ,.000001,7010003 !/#C#&$ 1.000001,701000, PE!' ,.0000

M,%(#,l%&0202010027 E!-E?-#$ '! -EA#)! C$&SE 2 m2020201003 E!R#$$& #&?#&$ E?-R*#)& )E P!$#PR!P#$E'! m2


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AGUAYTIA PUCALLPA

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,9030007 R!)#$$! $#S! "#R&-!R#! &*-!PR!P*$S&)! 101>138P 10>12 ton m 0.31003,909000, !-!'#"E$&)!R& )E 1,>10 8P m 0.310

S+b),(#",&90970103070 &*& P&R& !R& m39097010,,203 &-ER#&$ )E C&'-ER& P&R& RE$$E'! m3


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AGUAYTIA PUCALLPAPartida =10.D CONCRETO CLASE D 9?@'>210 g'/2:


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.00001,7010002 !PER&R#! 3.000001,7010003 !/#C#&$ 3.000001,701000, PE!' .0000

M,%(#,l%&0221000001 CEE'-! P!R-$&') -#P! # ;,2. +g= bls0230190000 &)#-#"! C*R&)!R gal023,000000 &S!$#'& , !C-&'!S gal023900000 &*& ;#'C$.-R&'SP!R-E= m3023110002 $*R#C&'-EB R&S&S ( /#$-R!S EQ

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,0100 E%C$&)!R& )E C!'CRE-! )E 1 p3 m 1.000003,907000, "#R&)!R )E C!'CRE-! , 8P 2.,0@ m 1.0000

S+b),(#",&909701030739 P#E)R& %&R&')E&)& ;C!'CRE-!= m39097010,317 -R&'SP!R-E & $& !R& ;&RE&)!S= m39097010,,,3 &RE'& %&R&')E&)& ;C!'CRE-!= m3

Partida =10.G CONCRETO CLASE G 9 ?@'>100 g'/2:


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,

M,*$ "% Ob(,01,7010001 C&P&-&% 0.00001,7010002 !PER&R#! 3.000001,7010003 !/#C#&$ 3.000001,701000, PE!' .0000




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AGUAYTIA PUCALLPAM,%(#,l%&020200000 &$&RE 'ER! REC!C#)! +g020201002, C$&"!S PR!E)#! +g023011001, )ES!$)&'-E P&R& &)ER& gal02,30,0000 &)ER& -!R'#$$! p202,010007 -R#P$&( )E 19 mm pl

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

Partida =1.A ACERO DE REFUERZO ?>4200 g'/2


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.000001,701000, PE!' 1.0000

M,%(#,l%&0202000007 &$&RE 'ER! REC!C#)! 1 +g0203020003 &CER! C!RR*&)! 45,200 +g6cm2 R&)! 0 +g

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

Partida =2. SUDREN


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 1.000001,701000, PE!' .0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

S+b),(#",&90970102117 -R&'SP!R-E )E &-ER#&$ /#$-R&'-E m3909701031231 &-ER#&$ )E /#$-R! m3

9097010,317 -R&'SP!R-E & $& !R& ;&RE&)!S= m39097010,3,39 C&& )E &RE'& e50.0 m39097010,,,3 &RE'& %&R&')E&)& m3


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AGUAYTIA PUCALLPAPartida =2.EE TUERIA DE VENTILACION PARA SUDREN

Rendimiento /DIA 100.0000 EQ. 100.0000 Costo unit

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 1.000001,701000, PE!' 1.0000

M,%(#,l%&

0229720003 &CCES!R#!S ( PE&E'-!S -02309900 C#'-& -E/$!' u0200007 -*! /#ERR! &$"&'#%&)! )E 1 162@ m

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !


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AGUAYTIA PUCALLPAPartida =24.A TUERIA DE PVC 2B


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 1.000001,701000, PE!' 1.0000

M,%(#,l%&

0229720003 &CCES!R#!S ( PE&E'-!S -027,01003 -*! P"C S&P 2@ @ m

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

Partida =24. TUERIA DE PVC B


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 1.000001,701000, PE!' 1.0000

M,%(#,l%&0229720003 &CCES!R#!S ( PE&E'-!S -0272000121 -*! P"C S&P )53@ m

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

Partida =2.EE TUERIA PERFORADA D>=B P SUDREN

Rendimiento /DIA ;0.0000 EQ. ;0.0000 Costo unit

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 1.000001,701000, PE!' 1.0000

M,%(#,l%&0229720003 &CCES!R#!S ( PE&E'-!S -0272000117 -*! P"C S&P )5@ m

E3+#)$&


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Partida =0.A GEODREN


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010002 !PER&R#! 1.0000

01,701000, PE!' 1.0000

M,%(#,l%&0229720003 &CCES!R#!S ( PE&E'-!S -022970001 E!)RE' m2

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !


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AGUAYTIA PUCALLPAPartida =.G CUNETA RECTANGULAR URANA TIPO I

Rendimiento /DIA EQ. Costo unit

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b),(#",&

9003910211 REA#$$& E-&$#C& m9097010,020, E'C!/R&)! ( )ESE'C!/R&)! m29097010,21 E?C&"&C#!' &'*&$ m39097010,3019 PER/#$&)! ( C!P&C-&)! &'*&$ )E C*'E-& m29097010,3323 C!'CRE-! C$&SE E ;


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AGUAYTIA PUCALLPA90110302102 &CER! )E RE/*ER%! 45,200 +g6cm2 +g9097010,020, E'C!/R&)! ( )ESE'C!/R&)! m29097010,21 E?C&"&C#!' &'*&$ m39097010,3019 PER/#$&)! ( C!P&C-&)! &'*&$ )E C*'E-& m29097010,,109 A*'-& )E )#$&-&C#!' ( C!'S-R*CC#!' )E C*'E-& m

Partida =.I CUNETA RECTANGULAR DE ENCAUZAMIENTO


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b),(#",&

9097010,020, E'C!/R&)! ( )ESE'C!/R&)! m29097010,21 E?C&"&C#!' &'*&$ m39097010,3019 PER/#$&)! ( C!P&C-&)! &'*&$ )E C*'E-& m29097010,3323 C!'CRE-! C$&SE E ;


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AGUAYTIA PUCALLPAPartida =.8 CUNETA DE TIERRA DE ENCAUZAMIENTO


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b),(#",&

9097010,21 E?C&"&C#!' &'*&$ m39097010,3019 PER/#$&)! ( C!P&C-&)! &'*&$ )E C*'E-& m2

Partida =.A SARDINEL PERALTADO


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b),(#",&

900100100, C!'CRE-! C$&SE ) ;


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S+b),(#",&9001001030 C!'CRE-! C$&SE ;


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AGUAYTIA PUCALLPAPartida =;.EE-01 ALCANTARILLA DE PASO TIPO 1 9CRUCE DE CALLES:


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 1.000001,701000, PE!' 2.0000

M,%(#,l%&

0210,0133 P$&-#'& )E &CER! 16,@ ? 0.0 ? 0.0 m u027200010, -*ER#& P"C )E 162@ m0272000121 -*! P"C S&P )53@ m0277120003 S*#)ER! )E R!'CE )E 3@ pa

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

S+b),(#",&9001001030 C!'CRE-! C$&SE ;


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AGUAYTIA PUCALLPAC!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.200001,7010002 !PER&R#! 2.000001,7010003 !/#C#&$ 2.000001,701000, PE!' .0000

M,%(#,l%&020210000, PER'! 8E?&!'&$ )E 36@ ? 1@ pa02029,0070 -*! )E &CER! 'ER! 2@ D m D 2mm u02029,007 -*! )E &CER! 'ER! 2 162@ D .,0m D 3mm u

02029,0077 -*! )E &CER! 'ER! 1@ D 1. mm D m u02029,007 -*! )E &CER! 'ER! 1 162@ D 1.mm D m u02290,0091 C#'-& )E &$*#'#! u022910001 !?#E'! m3022910003 &CE-#$E'! m30229009, S!$)&)*R& CE$$!C!R) )E P 16@ +g022971000 P$&'C8& )E P!$#C&R!'&-! -R&'SP&RE'-E 3. ? 2.10 ? pa02,30,0000 &)ER& -!R'#$$! p2022170010 PER/#$ )E &$*#'#! P6*'#!' $5 E5 u

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,070021 S!$)&)!R& E$EC-R#C& -R#/&S#C& ,00 & m 1.000003,21001 EQ*#P! )E C!R-E ( S!$)E! m 1.0000


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AGUAYTIA PUCALLPAS+b),(#",&90111110010 P#'-*R& E-&$#C& ;#'C6 &RE'&)!= t909701021002 )EP!S#-! )E &S*R& u9097010,21 E?C&"&C#!' &'*&$ m39097010,,90 C!'CRE-! C$&SE # ; /


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AGUAYTIA PUCALLPA909701030,12 &SE R&'*$&R E' "ERE)&S m39097010,020, E'C!/R&)! ( )ESE'C!/R&)! m29097010,31 -R&'SP!R-E )E &-ER#&$ R&'*$&R & !R& m39097010,3323 C!'CRE-! C$&SE E ;


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AGUAYTIA PUCALLPAPartida =. 8UNTA PARA MUROS


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 1.000001,701000, PE!' 1.0000

M,%(#,l%&

0230100, &S#$$& P$&S-#C& #-*#'!S& +g023099010 C!R)!' )E RESP&$)! m023930000 -ECF'!P!R- E5 162@ m202,10010 #PR#&'-E &S/&$-#C! !)#/#C&)! +g

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

Partida =;.A NIVELACION DE UZONES

Rendimiento +DIA EQ. Costo unit

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b),(#",&

90030030102 &C!R-&#E'-! )E *%!'ES )51.20m u90030030103 E'C#&)! )E *%!'ES )51.20m u

Partida ;00.A REVEGETACION DE TALUDES

Rendimiento 5,DIA 0.200 EQ. 0.200 Costo unita

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,01,7010003 !/#C#&$ 1.000001,701000, PE!' 10.0000

M,%(#,l%&027010002 P$&'-&S '&-#"&S +g

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

S+b),(#",&

90970103070 &*& P&R& !R& m3

Partida 700.A TRANSPORTE DE MATERIAL GRANULAR D>1 M


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AGUAYTIA PUCALLPARendimiento /DIA 7.0000 EQ. 7.0000 Costo unitari

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010003 !/#C#&$ 0.,00

E3+#)$&03,0,0037 C&#!' "!$Q*E-E 1 m3 m 1.000003,90,0012 C&R&)!R S!RE $$&'-&S 200>20 8P ,>,.1 4d3 m 0.,00

Partida 700. TRANSPORTE DE MATERIAL GRANULAR D 1 M

Rendimiento /DIA 140.0000 EQ. 140.0000 Costo unitari

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,E3+#)$&

03,0,0037 C&#!' "!$Q*E-E 1 m3 m 1.0000

Partida 700.C TRANSPORTE DE MEZCLA ASFALTICA D>1 M

Rendimiento /DIA 1;=.0000 EQ. 1;=.0000 Costo unitar

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010003 !/#C#&$ 1.0000

E3+#)$&03,0,0037 C&#!' "!$Q*E-E 1 m3 m 1.0000


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AGUAYTIA PUCALLPAPartida 700.D TRANSPORTE DE MEZCLA ASFALTICA D 1 M


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,E3+#)$&

03,0,0037 C&#!' "!$Q*E-E 1 m3 m 1.0000

Partida 700.E TRANSPORTE DE MATERIAL E6CEDENTE D> 1 M

Rendimiento /DIA .0000 EQ. .0000 Costo unitari

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010003 !/#C#&$ 0.,00

E3+#)$&03,0,0037 C&#!' "!$Q*E-E 1 m3 m 1.000003,90,0012 C&R&)!R S!RE $$&'-&S 200>20 8P ,>,.1 4d3 m 0.,00

Partida 700.F TRANSPORTE DE MATERIAL E6CEDENTE D 1 M

Rendimiento /DIA 12;.0000 EQ. 12;.0000 Costo unitari

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,E3+#)$&

03,0,0037 C&#!' "!$Q*E-E 1 m3 m 1.0000

Partida 01.A SEAL PREVENTIVA DE 0.760.7

Rendimiento +DIA =.0000 EQ. =.0000 Costo unit

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.200001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.0000

M,%(#,l%&0203110002 $&#'& RE/$EC-#"& &$-& #'-E'S#)&) p20229009, S!$)&)*R& CE$$!C!R) )E P 16@ +g0229900002 -#'-& SER#R&/#C& 'ER& gal023032000 /#R& )E "#)R#! )E , mm &C&&)! m2

0210,0130 P$&-#'& )E 2@ ? 16@ m0230000 )#S!$"E'-E ?#$!$ gal02,01001 P#'-*R& #PR#&'-E gal02,11001 P#'-*R& ES&$-E gal


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AGUAYTIA PUCALLPAE3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,070021 S!$)&)!R& E$EC-R#C& -R#/&S#C& ,00 & m 1.0000

S+b),(#",&9097010090 C!$!C&C#!' )E SEH&$ PRE"6RE$ u

Partida 02.I SEALES REGLAMENTARIAS 9 0.0 / 6 1.20 /:


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.200001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.0000

M,%(#,l%&0203110002 $&#'& RE/$EC-#"& &$-& #'-E'S#)&) p20229009, S!$)&)*R& CE$$!C!R) )E P 16@ +g0229900002 -#'-& SER#R&/#C& 'ER& gal022990000 -#'-& SER#R&/#C& R!A& gal023032000 /#R& )E "#)R#! )E , mm &C&&)! m2023099010 $#A& Ia0210,0130 P$&-#'& )E 2@ ? 16@ m0230000 )#S!$"E'-E ?#$!$ gal02,01001 P#'-*R& #PR#&'-E gal02,11001 P#'-*R& ES&$-E gal


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AGUAYTIA PUCALLPAE3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,070021 S!$)&)!R& E$EC-R#C& -R#/&S#C& ,00 & m 1.0000


Partida 02.D SEAL REGLAMENTARIA OCTOGONAL 90.7 / 0.7 /:


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.200001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.0000

M,%(#,l%&0203110002 $&#'& RE/$EC-#"& &$-& #'-E'S#)&) p20229009, S!$)&)*R& CE$$!C!R) )E P 16@ +g0229900002 -#'-& SER#R&/#C& 'ER& gal022990000 -#'-& SER#R&/#C& R!A& gal023032000 /#R& )E "#)R#! )E , mm &C&&)! m2023099010 $#A& Ia0210,0130 P$&-#'& )E 2@ ? 16@ m0230000 )#S!$"E'-E ?#$!$ gal02,01001 P#'-*R& #PR#&'-E gal02,11001 P#'-*R& ES&$-E gal

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,070021 S!$)&)!R& E$EC-R#C& -R#/&S#C& ,00 & m 1.0000


Partida 0.C SEAL INFORMATIVA

Rendimiento /2DIA =.0000 EQ. =.0000 Costo unitar

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.200001,7010002 !PER&R#! 1.0000

01,7010003 !/#C#&$ 1.0000

M,%(#,l%&0203110002 $&#'& RE/$EC-#"& &$-& #'-E'S#)&) p20229009, S!$)&)*R& CE$$!C!R) )E P 16@ +g


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AGUAYTIA PUCALLPA0229900002 -#'-& SER#R&/#C& 'ER& gal023032000 /#R& )E "#)R#! )E , mm &C&&)! m20210,0130 P$&-#'& )E 2@ ? 16@ m0230000 )#S!$"E'-E ?#$!$ gal02,01001 P#'-*R& #PR#&'-E gal02,11001 P#'-*R& ES&$-E gal


S+b),(#",&9097010090 C!$!C&C#!' )E SEH&$ #'/!R&-#"& u

Partida 04.A POSTES DE SOPORTE DE SEALES


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b),(#",&

900329010121 #'S-&$&C#!' )E P!S-ES )E SEH&$#%&C#!' u9097010030 /&R#C&C#!' )E P!S-ES )E C!'CRE-! )E SEH&$#%&C#!' u


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AGUAYTIA PUCALLPAPartida 04. ESTRUCTURA DE SOPORTE DE SEALES

Rendimiento +DIA 1.0000 EQ. 1.0000 Costo unit

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.00001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.000001,701000, PE!' 3.0000

M,%(#,l%&020210000 PER'! 8E?&!'&$ )E 36@ ? ,@ ;#'C$. 8*&C8&= pa0229009, S!$)&)*R& CE$$!C!R) )E P 16@ +g0210100 PER/#$ - 1@ D 16@ m0210,013 P$&-#'& )E &CER! $#"#&'! )E 361@? 3@ m021/20003 P$&'C8& )E &CER! 1 mm D 1.22mD2.,0m pa0230000 )#S!$"E'-E ?#$!$ gal02,00000 P#'-*R& &'-#C!RR!S#"& gal02,11001 P#'-*R& ES&$-E gal0202000 P$&'C8& &CER! 9.mm ? 1.22m ? 2.,0 m pl022000013 PER'! 6@ ? 1,@ u0217010 -*! 3@ SC8 ,0 m


S+b),(#",&90110302102 &CER! )E RE/*ER%! 45,200 +g6cm2 +g9097010,020, E'C!/R&)! ( )ESE'C!/R&)! m29097010,21 E?C&"&C#!' &'*&$ m39097010,3323 C!'CRE-! C$&SE E ;


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Partida 10.A MARCAS EN EL PAVIMENTO


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.00001,7010002 !PER&R#! 1.0000

01,701000, PE!' ,.0000

M,%(#,l%&0229900003 #CR!ES/ER& )E "#)R#! +g0230000 )#S!$"E'-E ?#$!$ gal02,,0070 P#'-*R& )E -R&/#C! gal

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,990002 &Q*#'& P&R& P#'-&R m 1.0000


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AGUAYTIA PUCALLPAPartida 20.D ARRERA DE PROTECCION LATERAL TIPO


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AGUAYTIA PUCALLPA01,7010002 !PER&R#! 2.000001,701000, PE!' ,.0000

M,%(#,l%&021100013 &RRER& )E PR!-ECC#!' -#P! 82 J &S# & ;P3= m022000 -ER#'&$ )E #'#C#! ( /#' P6 82 J pa

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,13001 C&#!' &R&')& 3 ton m 0.,00

S+b),(#",&909701000 8#'C&)! )E P!S-ES )E &RRER&S 82 J ;'! #'C$. P!S-ES= u

Partida 0.A POSTES ILOMETRICOS


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b),(#",&

90110302102 &CER! )E RE/*ER%! 45,200 +g6cm2 +g9097010,020, E'C!/R&)! ( )ESE'C!/R&)! m29097010,21 E?C&"&C#!' &'*&$ m39097010,3323 C!'CRE-! C$&SE E ;


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AGUAYTIA PUCALLPAPartida .A GIA O RESALTO


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 1.000001,701000, PE!' 2.0000

E3+#)$&

0337010001 8ERR&#E'-&S &'*&$ES !

S+b),(#",&90110302102 &CER! )E RE/*ER%! 45,200 +g6cm2 +g9097010,020, E'C!/R&)! ( )ESE'C!/R&)! m29097010,21 E?C&"&C#!' &'*&$ m39097010,3321 C!'CRE-! C$&SE C ;


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AGUAYTIA PUCALLPA

Partida ;07.A READECUACION AMIENTAL DE CANTERAS FLUVIALES


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,701000, PE!' ,.0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,90,0010 C&R&)!R S!RE $$&'-&S 12>1 8P 3 4d3 m 1.000003,909000, !-!'#"E$&)!R& )E 1,>10 8P m 1.0000


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AGUAYTIA PUCALLPAPartida ;07. READECUACION AMIENTAL DE INSTALACIONES AU6ILIARES


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,701000, PE!' ,.0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

03,90,0010 C&R&)!R S!RE $$&'-&S 12>1 8P 3 4d3 m 1.000003,909000, !-!'#"E$&)!R& )E 1,>10 8P m 1.0000

S+b),(#",&90970103070 &*& P&R& !R& m3

Partida ;70. MONITOREO DE CALIDAD DE AIRE


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b'$*(,$&

0,020,0002 !'#-!RE! )E C&$#)&) )E RE glb

Partida ;70.C MONITOREO DE LA CALIDAD DE RUIDO AMIENTAL 9INCL. PERSONAL Y TRASLA


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b'$*(,$&

0,020,0003 !'#-!RE! )E C&$#)&) )E R*#)! ;#'C$. PERS!'&$ ( -R&S$&)!= glb

Partida ;11.A SEAL INFORMATIVA AMIENTAL 91.222.40:

Rendimiento /2DIA =.0000 EQ. =.0000 Costo unitar

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.200001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.0000

Materiales

0203110002 $&#'& RE/$EC-#"& &$-& #'-E'S#)&) p2


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AGUAYTIA PUCALLPA0229009, S!$)&)*R& CE$$!C!R) )E P 16@ +g02302,0011 S!$"E'-E ?#$!$ gal023032000 /#R& )E "#)R#! )E , mm &C&&)! m20210,0130 P$&-#'& )E 2@ ? 16@ m02,11001 P#'-*R& ES&$-E gal02,1,000 P#'-*R& #PR#&'-E & &SE )E %#'C ;#'!R&'#C!= gal


S+b),(#",&9097010090 C!$!C&C#!' )E SEH&$ #'/!R&-#"& u


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AGUAYTIA PUCALLPAPartida ;12.A ESTRUCTURA DE SOPORTE DE SEALES TIPO E-1


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.00001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.000001,701000, PE!' 3.0000

M,%(#,l%&0202990001 &CER! ES-R*C-*R&$ &>3 +g0229009, S!$)&)*R& CE$$!C!R) )E P 16@ +g02302,0011 S!$"E'-E ?#$!$ gal0210,013 P$&-#'& )E &CER! $#"#&'! )E 361@? 3@ m021/20003 P$&'C8& )E &CER! 1 mm D 1.22mD2.,0m pa02,00000 P#'-*R& &'-#C!RR!S#"& gal02,11001 P#'-*R& ES&$-E gal0202000 P$&'C8& &CER! 9.mm ? 1.22m ? 2.,0 m pl022000013 PER'! 6@ ? 1,@ u0217010 -*! 3@ SC8 ,0 m


S+b),(#",&90110302102 &CER! )E RE/*ER%! 45,200 +g6cm2 +g9097010,020, E'C!/R&)! ( )ESE'C!/R&)! m29097010,21 E?C&"&C#!' &'*&$ m39097010,3323 C!'CRE-! C$&SE E ;


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AGUAYTIA PUCALLPA

Partida =0.A RELLENO PARA ESTRUCTURAS


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 1.000001,701000, PE!' ,.0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,903000, C!P&C-&)!R "#R&-!R#! -#P! P$&'C8& 7 8P m 2.000003,9030017 R!)#$$! $#S! "#R&-!R#! &'*&$ 10.8P 0.>1.1 ton m 1.0000

S+b),(#",&90970103070 &*& P&R& !R& m3


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AGUAYTIA PUCALLPAPartida 220.EE MATERIAL DE CANTERA PARA RELLENO


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b),(#",&


Partida =10.D CONCRETO CLASE D 9?@'>210 g'/2:


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.00001,7010002 !PER&R#! 3.000001,7010003 !/#C#&$ 3.000001,701000, PE!' .0000

M,%(#,l%&

0221000001 CEE'-! P!R-$&') -#P! # ;,2. +g= bls0230190000 &)#-#"! C*R&)!R gal0230390001 &)#-#"! P$&S-#/#C&'-E gal023,000000 &S!$#'& , !C-&'!S gal023900000 &*& ;#'C$.-R&'SP!R-E= m3023110002 $*R#C&'-EB R&S&S ( /#$-R!S EQ



Partida =10.G CONCRETO CLASE G 9 ?@'>100 g'/2:


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,

M,*$ "% Ob(,01,7010001 C&P&-&% 0.00001,7010002 !PER&R#! 3.000001,7010003 !/#C#&$ 3.000001,701000, PE!' .0000


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AGUAYTIA PUCALLPA


E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,0100 E%C$&)!R& )E C!'CRE-! )E 1 p3 m 1.0000

03,907000, "#R&)!R )E C!'CRE-! , 8P 2.,0@ m 1.0000



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AGUAYTIA PUCALLPAPartida =12.A ENCOFRADO Y DESENCOFRADO


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.000001,701000, PE!' 2.0000

M,%(#,l%&020200000 &$&RE 'ER! REC!C#)! +g020201002, C$&"!S PR!E)#! +g023011001, )ES!$)&'-E P&R& &)ER& gal02,30,0000 &)ER& -!R'#$$! p202,010007 -R#P$&( )E 19 mm pl

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

Partida =12. ENCOFRADO Y DESENCOFRADO CARA VISTA


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.000001,701000, PE!' 2.0000

M,%(#,l%&

020200000 &$&RE 'ER! REC!C#)! +g020201002, C$&"!S PR!E)#! +g023011001, )ES!$)&'-E P&R& &)ER& gal02,30,0000 &)ER& -!R'#$$! p202,010007 -R#P$&( )E 19 mm pl

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

Partida =1.A ACERO DE REFUERZO ?>4200 g'/2


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,


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AGUAYTIA PUCALLPA01,7010001 C&P&-&% 0.100001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.000001,701000, PE!' 1.0000


E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !


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AGUAYTIA PUCALLPAPartida =;0.A ARANDAS METALICAS


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.200001,7010002 !PER&R#! 1.000001,701000, PE!' ,.0000

M,%(#,l%&

02029,0070 -*! )E &CER! 'ER! 2@ D m D 2mm u02029,0073 -*! )E &CER! 'ER! 3@ D .,0m D 3mm u02029,007, -*! )E &CER! 'ER! 2@ D .,0m D 3mm u0202990001 &CER! ES-R*C-*R&$ &>3 +g022910001 !?#E'! m3022910003 &CE-#$E'! m30229009, S!$)&)*R& CE$$!C!R) )E P 16@ +g02200001, PER'! 36@ ? , 162@ pa

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,070021 S!$)&)!R& E$EC-R#C& -R#/&S#C& ,00 & m 0.00003,21001 EQ*#P! )E C!R-E ( S!$)E! m 0.000

S+b),(#",&90111110010 P#'-*R& E-&$#C& ;#'C6 &RE'&)!= t

Partida =01.C E6CAVACION PARA ESTRUCTURAS EN MATERIAL COMUN


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,

M,*$ "% Ob(,01,7010001 C&P&-&% 0.100001,701000, PE!' ,.0000

M,%(#,l%&0230020097 &RRE'! < ? 16@ u

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,902000 C!PRES!R& 'E*&-#C& 7 8P 20>330 PC m 0.100003,90,0021 RE-R!E?C&"&)!R S!RE $$&'-&S 8P 1 4d3 m 1.000003,90000 &R-#$$! 'E*&-#C! )E 29 +g m 0.2000

Partida =0.A RELLENO PARA ESTRUCTURAS



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AGUAYTIA PUCALLPA

C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010003 !/#C#&$ 1.000001,701000, PE!' ,.0000

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S+b),(#",&90970103070 &*& P&R& !R& m3


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AGUAYTIA PUCALLPAPartida 220..EE MATERIAL DE CANTERA PARA RELLENO


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,S+b),(#",&


Partida =10.C CONCRETO CLASE C 9?@'>20 g'/2 :


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.00001,7010002 !PER&R#! 3.000001,7010003 !/#C#&$ 3.000001,701000, PE!' .0000

M,%(#,l%&0221000001 CEE'-! P!R-$&') -#P! # ;,2. +g= bls0230190000 &)#-#"! C*R&)!R gal0230390001 &)#-#"! P$&S-#/#C&'-E gal023,000000 &S!$#'& , !C-&'!S gal023900000 &*& ;#'C$.-R&'SP!R-E= m3023110002 $*R#C&'-EB R&S&S ( /#$-R!S EQ


S+b),(#",&9097010307,0 P#E)R& C8&'C&)& ;C!'CRE-!= m39097010,317 -R&'SP!R-E & $& !R& ;&RE&)!S= m39097010,,,3 &RE'& %&R&')E&)& ;C!'CRE-!= m3

Partida =10.D CONCRETO CLASE D 9?@'>210 g'/2:


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.00001,7010002 !PER&R#! 3.000001,7010003 !/#C#&$ 3.000001,701000, PE!' .0000


52/116

S10




AGUAYTIA PUCALLPAM,%(#,l%&0221000001 CEE'-! P!R-$&') -#P! # ;,2. +g= bls0230190000 &)#-#"! C*R&)!R gal0230390001 &)#-#"! P$&S-#/#C&'-E gal023,000000 &S!$#'& , !C-&'!S gal023900000 &*& ;#'C$.-R&'SP!R-E= m3023110002 $*R#C&'-EB R&S&S ( /#$-R!S EQ

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !03,0100 E%C$&)!R& )E C!'CRE-! )E 1 p3 m 1.0000

03,907000, "#R&)!R )E C!'CRE-! , 8P 2.,0@ m 1.0000



53/116

S10




AGUAYTIA PUCALLPAPartida =10.G CONCRETO CLASE G 9 ?@'>100 g'/2:


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.00001,7010002 !PER&R#! 3.000001,7010003 !/#C#&$ 3.000001,701000, PE!' .0000




Partida =12.A ENCOFRADO Y DESENCOFRADO


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,

M,*$ "% Ob(,01,7010001 C&P&-&% 0.100001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.000001,701000, PE!' 2.0000


E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !


54/116

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AGUAYTIA PUCALLPAPartida =12. ENCOFRADO Y DESENCOFRADO CARA VISTA


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.000001,701000, PE!' 2.0000


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55/116

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AGUAYTIA PUCALLPAPartida =1.A ACERO DE REFUERZO ?>4200 g'/2


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.100001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.000001,701000, PE!' 1.0000


E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

Partida =0 CUIERTA DE PUENTE PEATONAL INC. ESTRUCTURAS


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01,7010001 C&P&-&% 0.100001,7010002 !PER&R#! 3.000001,701000, PE!' .0000

M,%(#,l%&02029,0070 -*! )E &CER! 'ER! 2@ D m D 2mm u02029,0073 -*! )E &CER! 'ER! 3@ D .,0m D 3mm u02029,007, -*! )E &CER! 'ER! 2@ D .,0m D 3mm u0202990001 &CER! ES-R*C-*R&$ &>3 +g

0203020003 &CER! C!RR*&)! 45,200 +g6cm2 R&)! 0 +g02290,0091 C#'-& )E &$*#'#! u022910001 !?#E'! m3022910003 &CE-#$E'! m30229009, S!$)&)*R& CE$$!C!R) )E P 16@ +g0229710010 P$&'C8& )E P!$#C&R!'&-! &$". -R&'SP&RE'-E 2.90 ? 1.0 ? pa02101002 &'*$! )E &CER! )E 2 162@ ? 2 162@ ? 16,@ ? m pa022170010 PER/#$ )E &$*#'#! P6*'#!' $5 E5 u02200001, PER'! 36@ ? , 162@ pa022000023 PER'! 162@ D ,@ pa

E3+#)$&

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S+b),(#",&


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AGUAYTIA PUCALLPA90111110010 P#'-*R& E-&$#C& ;#'C6 &RE'&)!= t

Partida 100=. 8UNTA DE DILATACION P PUENTE PEATONAL


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.200001,7010002 !PER&R#! 2.0000

01,701000, PE!' 2.0000

M,%(#,l%&02023000, "&R#$$& C*&)R&)& )E 36@ +g0203020003 &CER! C!RR*&)! 45,200 +g6cm2 R&)! 0 +g02291200 'E!PRE'E E?P&')#$E>C!PRES#$E 0.0, ? 0.0 ? 1.0 m cm3022910001 !?#E'! m3022910003 &CE-#$E'! m30229009, S!$)&)*R& CE$$!C!R) )E P 16@ +g0230100, &S#$$& P$&S-#C& #-*#'!S& +g02101002 &'*$! )E &CER! )E 2 162@ ? 2 162@ ? 16,@ ? m pa



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AGUAYTIA PUCALLPAPartida 1110. APOYO DE NEOPRENE P PUENTES PEATONALES


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.00001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 1.000001,701000, PE!' 1.0000

M,%(#,l%&0230002 'E!PRE'E S8!RE 0 )E 0.3 ? 0.0 ? 0.02 m cm3

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

S+b),(#",&9001,01012 !R-ER! P&R& '#"E$&C#!' m2

Partida =12.C ENCOFRADO METALICO EN ALTURA


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010001 C&P&-&% 0.300001,7010002 !PER&R#! 1.000001,7010003 !/#C#&$ 2.000001,701000, PE!' ,.0000

E3+#)$&0337010001 8ERR&#E'-&S &'*&$ES !

03,990001 E'C!/R&)! E-&$#C! m2

Partida 700.A TRANSPORTE DE MATERIAL GRANULAR D>1 M


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,M,*$ "% Ob(,

01,7010003 !/#C#&$ 0.,00

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03,0,0037 C&#!' "!$Q*E-E 1 m3 m 1.000003,90,0012 C&R&)!R S!RE $$&'-&S 200>20 8P ,>,.1 4d3 m 0.,00

Partida 700. TRANSPORTE DE MATERIAL GRANULAR D> 1 M


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S10




AGUAYTIA PUCALLPA


C!"#g$ D%&'(#)'#!* R%'+(&$ U*#"," C+,"(#ll,E3+#)$&

03,0,0037 C&#!' "!$Q*E-E 1 m3 m 1.0000

Partida 700.E TRANSPORTE DE DESEC


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/eca presupuesto 1012012

io directo por : glb 1,227,851.03

C,*#"," P(%'#$ S. P,('#,l S.

1.0000 1B227B1.03 1B227B1.0312271.0

io directo por : +m 2,267.74

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;.4

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27.24

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directo por : mes 59,971.06

C,*#"," P(%'#$ S. P,('#,l S.

1.0000 9B971.0 9B971.0

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rio directo por : a 2,797.88


60/116

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io directo por : m3 108.59

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.;;


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10.;4


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62/116

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.;


63/116

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C,*#"," P(%'#$ S. P,('#,l S.

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C,*#"," P(%'#$ S. P,('#,l S.

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0.1200 37., ,.04.0


C,*#"," P(%'#$ S. P,('#,l S.

1.0000 ,.09 ,.091.2000 11.7 1,.1,

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64/116

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C,*#"," P(%'#$ S. P,('#,l S.

1.0000 3.90 3.900.2000 3.71 0.7,

4.=4


65/116

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RRETERA TINGO MARIA



C,*#"," P(%'#$ S. P,('#,l S.

0.017 19.1 0.320.07 11. 0.77

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0.017 1,.0 2.,,0.017 20.09 3.,,

.;

0.1200 37., ,.01.2000 1.93 19.12

2.=2


C,*#"," P(%'#$ S. P,('#,l S.

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1.2000 31.7 3.000.1200 37., ,.042.0


C,*#"," P(%'#$ S. P,('#,l S.

0.001 19.1 0.030.0107 11. 0.12

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0.001 112., 0.200.47

0.000 31.9, 0.10.1=


C,*#"," P(%'#$ S. P,('#,l S.

0.001 19.1 0.030.001 12.3 0.020.0107 11. 0.12

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0.47


67/116

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C,*#"," P(%'#$ S. P,('#,l S.

0.0321 19.1 0.20.0321 1,.7 0.,70.192 11. 2.23

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rio directo por : +g 2.61

C,*#"," P(%'#$ S. P,('#,l S.

1.0000 2.1 2.12.=1

ario directo por : $ 2.27

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1.0000 2.27 2.272.27

ario directo por : $ 2.88

C,*#"," P(%'#$ S. P,('#,l S.

1.0000 2. 2.2.


C,*#"," P(%'#$ S. P,('#,l S.


68/116

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1.0000 0. 0.0.


69/116

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RRETERA TINGO MARIA



C,*#"," P(%'#$ S. P,('#,l S.

1.0000 10., 10.,10.4


C,*#"," P(%'#$ S. P,('#,l S.

0.003 19.1 0.100.2133 11. 2.,7

2.7

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.7


C,*#"," P(%'#$ S. P,('#,l S.

0.1000 37.0 3.710.9000 .,0 7.11.27


C,*#"," P(%'#$ S. P,('#,l S.

0.000 19.1 1.31.2000 12.3 1.,0

1=.;

0.000 29.02 1,.114.1


70/116

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.0000 1.93 0.0.

0.0200 210. ,.214.21


71/116

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C,*#"," P(%'#$ S. P,('#,l S.

0.010 19.1 0.310.100 12.3 2.00.,00 11. 7.,1

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1.7;

0.2000 37., 7.07.0


C,*#"," P(%'#$ S. P,('#,l S.

0.010 19.1 0.310.100 12.3 2.01.200 11. 1,.2

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1.2000 70.3 ,.71.2000 30.11 3.13

120.;


C,*#"," P(%'#$ S. P,('#,l S.

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1.1000 2. 2.,3.3000 ,.3 1.9,


72/116

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1.7

.0000 3.1, 0.10.0072 1,.0 1.00.0072 20.09 1.,

2.=;

0.0720 37., 2.700.000 ,., 2.7

.,


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C,*#"," P(%'#$ S. P,('#,l S.

0.2222 19.1 ,.21.3333 1,.7 19.71.3333 12.3 17.112.7 11. 30.

71.;2

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20.77

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17.;7

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11.


C,*#"," P(%'#$ S. P,('#,l S.

0.2222 19.1 ,.21.3333 1,.7 19.71.3333 12.3 17.112.7 11. 30.

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121.11

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17.;7

0.700 22.,1 1.11.200 70.3 .290.000 17. .7

11.


C,*#"," P(%'#$ S. P,('#,l S.

0.071 19.1 1.100.71, 1,.7 .,30.71, 12.3 7.331.1,29 11. 13.23

0.0;


75/116

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0.2000 2.77 0.0.2000 ,.2 0.0.000 73.9 0.373.900 ,.07 1,.10.0700 101.2 7.11

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C,*#"," P(%'#$ S. P,('#,l S.

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C,*#"," P(%'#$ S. P,('#,l S.

0.010 19.1 0.310.100 12.3 2.01.200 11. 1,.2

17.1

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1.2000 70.3 ,.71.2000 30.11 3.13

1.322 70.3 93.,10.120 3.9 ,.,1.322 21.0 27.,

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rio directo por : m 21.40

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0.000 19.1 0.10.000 12.3 1.030.000 11. 0.93

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1;.1

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77/116

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RRETERA TINGO MARIA



C,*#"," P(%'#$ S. P,('#,l S.

0.007 19.1 0.130.07 12.3 0.0.07 11. 0.77

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4.=

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C,*#"," P(%'#$ S. P,('#,l S.

0.007 19.1 0.130.07 12.3 0.0.07 11. 0.77

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0.0;


C,*#"," P(%'#$ S. P,('#,l S.

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10.0000 1.19 1.21.000 17.32 1.19

20.01


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.0000 2.3, 0.120.12


C,*#"," P(%'#$ S. P,('#,l S.

0.007 19.1 0.130.07 1,.7 0.9

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21.1

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RRETERA TINGO MARIA



C,*#"," P(%'#$ S. P,('#,l S.

1.0000 13. 13.2.2000 .09 121.200.2,00 37.0 .900.000 .79 .270.100 ,03., ,.1

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C,*#"," P(%'#$ S. P,('#,l S.

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3.9900 .09 219.10.,00 37.0 17.01.2000 .79 10.0.000 .3 .70

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C,*#"," P(%'#$ S. P,('#,l S.

1.300 .09 7,.371.000 .79 1.20.1700 ,03., .0.000 .3 .03

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C,*#"," P(%'#$ S. P,('#,l S.

0.2900 ,,0.39 127.71


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30.1900 ,.,0 132.,3.700 .09 19.70.2,00 37.0 .900.000 .79 7.030.000 .3 .03

47.1


C,*#"," P(%'#$ S. P,('#,l S.

2.2000 .09 121.200.3200 37.0 11.70.000 .79 7.030.100 ,03., 72.90.000 .3 .03

217.2


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C,*#"," P(%'#$ S. P,('#,l S.

0.200 37.0 10.31.100 .79 10.20

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7.7


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C,*#"," P(%'#$ S. P,('#,l S.

0.0133 19.1 0.20.333 12.3 .,0.27 11. 3.09

10.1;

1.0000 3.77 3.770.2000 2,.37 ,.7

40.=4


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.0000 10.19 0.10.1

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1.;


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C,*#"," P(%'#$ S. P,('#,l S.

0.033 19.1 1.020.333 12.3 .,1.07 11. 12.3

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.

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ario directo por : u 5,453.86


84/116

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3.2000 19.1 1.332.0000 1,.7 ,72.0032.0000 12.3 ,10.0.0000 11. 92.,0

170.4

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7.0000 29.7 209.09.2,00 ,,.20 231.10.31,0 22.0 7.070.3000 7.,2 2.230.1000 22.99 2.302.0000 13.2 2.01.9000 23.9 01.1

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0.0700 1B000.,, 70.032.0000 19. 379.101.,000 37.0 1.911.000 31.00 ,72.0

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7.77


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224.=


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201.=7

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