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METRADOS JUNIO 2014
METRADOS
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMINO VECINALBARRIO NUEVO - CERRO BLANCO
UBICACIÓN : ICA - ICA - OCUCAJEPROPIETARIO : PROVIAS DESCENTRALIZADO
FECHA : SETIEMBRE 2014
ITEM DESCRIPCION UNIDAD METRADO
01 TRABAJOS PRELIMINARES
01.01 MOVILIZACION Y DESMOVILIZACION DE EQUIPO gb 1.00
01.02 TOPORAFIA Y EOREFERENCIACION gb 1.00
01.0! MANTENIMIENTO DE TRANSITO Y SEURIDAD VIAL DURANTE LA OBRA "#$ 2.00
02 MOVIMIENTO DE TIERRAS
02.01 DESBROCE Y LIMPIEZA EN ZONAS NO BOSCOSAS %& '.2(
02.02 E)CAVACION EN MATERIAL COMUN "! 4*41+.!+
02.0! TERRAPLENES CON MATERIAL PROPIO "! ,'4.+!
02.04 TERRAPLENES CON MATERIAL DE CANTERA "! 1*1'+.1,
03 PAVIMENTO
0!.01 PERFILADO Y COMPACTADO DE ZONAS EN CORTE "2 !*(++.,0
0!.02 AFIRMADO TIPO II "! 14*''2.4(
04 OBRAS DE ARTE Y DRENAJE
04.01 ALCANTARILLAS
04.01.01 LIMPIEZA DE ALCANTARILLAS "! 10.+
04.01.02 E)CAVACION PARA ESTRUCTURAS EN MATERIAL COMUN "! !1.40
04.01.0! ENCOFRADO Y DESENCOFRADO NORMAL "2 1('.,
04.01.04 ACERO DE REFUERZO F/4200 g"2 g 2*42'.44
04.01.0' CONCRETO CLASE D 3F/210 g"25 "! !+.!2
04.01.0( CONCRETO CLASE E 3F/1' g"25 "! 2.('
05 TRANSPORTE
0'.01 "! 1!*(2.2
0'.02TRANSPORTE DE MATERIALES RANULARES PARA DISTANCIAS MAYORES A MIL METROS 31000 "5
"! 2(,*0,2.!0
0'.0!TRANSPORTE DE ARCILLA ENTRE CIENTO VEINTE METROS 3120 "5 Y MIL METROS 31000 "5
"! 2*,10.4,
0'.04 TRANSPORTE DE ARCILLA PARA DISTANCIAS MAYORES A MIL METROS 31000 "5 "! 1,'*4!1.'
0'.0'TRANSPORTE DE AREADOS ENTRE CIENTO VEINTE METROS 3120 "5 Y MIL METROS 31000 "5
"! !+.!2
0'.0(TRANSPORTE DE AREADOS PARA DISTANCIAS MAYORES A MIL METROS 31000 "5
"! (!,.2,
0'.0 "! ,1+.1!
0'.0+TRANSPORTE DE MATERIAL E)CEDENTE PARA DISTANCIAS MAYORES A MIL METROS 31000 "5
"! !*+0,.00
06 SEALI!ACION Y SE"URIDAD VIAL
0(.01 SE6ALES PREVENTIVAS 30.(0 7 0.(0 "5 89: 44.00
0(.02 SE6ALES RELAMENTARIAS 30.,0 7 0.(0 "5 89: 12.00
0(.0! SE6ALES INFORMATIVAS "2 11.,0
0(.04 ESTRUCTURA DE SOPORTE PARA SE6ALES INFORMATIVAS " 10+.00
0(.0' CIMENTACION DE ESTRUCTURAS DE SOPORTE PARA SE6ALES INFORMATIVAS 89: 20.000(.0( HITOS ;ILOMETRICOS 89: 11.00
0# PROTECCION AMBIENTAL
0#.01 PRO"RAMA DE SEALI!ACION AMBIENTAL
0.01.01 SE6ALES MAYORES 89: 2.00
0.01.02 SE6ALES MENORES 89: 4.00
0#.02 PRO"RAMA DE MONITOREO AMBIENTAL
0.02.01 MONITOREO DEL AIRE <=> (.00
0.02.02 MONITOREO DE AUA <=> 1.00
0.02.0! MONITOREO DE RUIDO <=> 2.00
0#.03 PRO"RAMA DE ABANDONO DE OBRA
0.0!.01 REACONDICIONAMIENTO DEL AREA DE CAMPAMENTO Y PATIO DE M?QUINAS "2 2*144.00
0.0!.02 REVEETACION DEL DME "2 4*4'+.'00.0!.0! CONFORMACION DE MATERIAL E)CEDENTE Y NIVELACI@N DEL DME "! !*12(.41
TRANSPORTE DE MATERIALES RANULARES ENTRE CIENTO VEINTE METROS 3120 "5 Y MIL METROS31000 "5
TRANSPORTE DE MATERIAL E)CEDENTE ENTRE CIENTO VEINTE METROS 3120 "5 Y MIL METROS 31000 "5
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METRADOS JUNIO 2014
METRADOS
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMINO VECINALBARRIO NUEVO - CERRO BLANCO
UBICACIÓN : ICA - ICA - OCUCAJEPROPIETARIO : PROVIAS DESCENTRALIZADO
FECHA : SETIEMBRE 2014
01 OBRAS PRELIMINARES01.01 MOVILI!ACION Y DESMOVILI!ACION DE E$UIPO %& 1.00
01.02 TOPO"RAFIA Y "EOREFERENCIACION %& 1.00
01.03 MANTENIMIENTO DE TRANSITO Y SE"URIDAD VIAL DURANTE LA OBRA '() 2.00
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METRADOS JUNIO 2014
METRADOS
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMINO VECINALBARRIO NUEVO - CERRO BLANCO
UBICACIÓN : ICA - ICA - OCUCAJEPROPIETARIO : PROVIAS DESCENTRALIZADO
FECHA : SETIEMBRE 2014
02 MOVIMIENTO DE TIERRAS02.01 DESBROCE Y LIMPIE!A EN !ONAS NO BOSCOSAS *+ 5.26
DESCRIPCION CANTIDAD LAR"O ,'- ANCHO ,'-
VIA 1.00 10*40.00 4.,0 '.2(
TOTAL 5.26
02.02 ECAVACION PARA EPLANACIONES EN MATERIAL COMUN '3 4/41.3
DESCRIPCION VOLUMEN ,'3-
TOTAL 4/41.3
02.03 TERRAPLENES CON MATERIAL PROPIO '3 54.3
DESCRIPCION VOLUMEN ,'3-
TOTAL 54.3
02.04 TERRAPLENES CON MATERIAL DE CANTERA '3 1/15.1
DESCRIPCION VOLUMEN ,'3-
TOTAL 1/15.1
AREA,H+-
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMIBARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
0000 0.00 0.40
0020 0.11 0.00 20.00 0.'' 0.'' 0.00 0.00
0040 0.0' 0.01 20.00 1.(0 1.(0 0.00 0.00
00(0 0.02 0.0, 20.00 0.0 0.0 0.00 0.00
00+0 0.01 0.1( 20.00 0.!0 0.!0 0.00 0.00
0100 0.!4 0.01 20.00 !.'0 !.'0 0.00 0.00
0120 0.2+ 0.00 20.00 (.20 (.20 0.00 0.00
0140 0.'( 0.00 20.00 +.40 +.40 0.00 0.00
01(0 0.!' 0.00 20.00 ,.10 ,.10 0.00 0.00
01+0 0.!2 0.00 20.00 (.0 (.0 0.00 0.00
0200 0.'4 0.00 20.00 +.(0 +.(0 0.00 0.00
0220 0.1, 0.10 20.00 .!0 .!0 0.00 0.00
0240 0.!' 0.11 20.00 '.40 '.40 0.00 0.00
02(0 0.!2 0.1' 20.00 (.0 (.0 0.00 0.00
02+0 0.!4 0.10 20.00 (.(0 (.(0 0.00 0.00
0!00 0.!1 0.1 20.00 (.'0 (.'0 0.00 0.00
0!20 0.4! 0.0+ 20.00 .40 .40 0.00 0.00
0!40 0.40 0.11 20.00 +.!0 +.!0 0.00 0.00
0!(0 0.4 0.02 20.00 +.0 +.0 0.00 0.00
0!0 0.42 0.00 10.00 4.4' 4.4' 0.00 0.00
0!+0 0.!, 0.00 10.00 4.0' 4.0' 0.00 0.00
0!,0 0.20 0.00 10.00 2.,' 2.,' 0.00 0.00
0400 0.2! 0.00 10.00 2.1' 2.1' 0.00 0.00
0410 0.1+ 0.01 10.00 2.0' 2.0' 0.00 0.00
0420 0.00 0.1, 10.00 0.4' 0.4' 0.00 0.00
04!0 0.00 0.'0 10.00 0.00 0.00 0.00 0.00
0440 0.00 0.1+ 10.00 0.00 0.00 0.00 0.00
04(0 0.40 0.00 20.00 2.00 2.00 0.00 0.00
04+0 0.1' 0.00 20.00 '.'0 '.'0 0.00 0.00
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
0'00 0.2 0.00 20.00 4.20 4.20 0.00 0.00
0'20 0.0 0.0' 20.00 !.40 !.40 0.00 0.000'40 0.!4 0.00 20.00 4.10 4.10 0.00 0.00
0'(0 0.11 0.1( 20.00 4.'0 4.'0 0.00 0.00
0'+0 0.01 0.1! 20.00 1.20 1.20 0.00 0.00
0(00 0.!0 0.00 20.00 !.10 !.10 0.00 0.00
0(10 0.!+ 0.00 10.00 !.40 !.40 0.00 0.00
0(20 0.4' 0.00 10.00 4.1' 4.1' 0.00 0.00
0(!0 0.!, 0.00 10.00 4.20 4.20 0.00 0.00
0(40 0.(4 0.00 10.00 '.1' '.1' 0.00 0.00
0('0 0.2! 0.00 10.00 4.!' 4.!' 0.00 0.00
0((0 0.14 0.0' 10.00 1.+' 1.+' 0.00 0.00
0(0 0.11 0.0, 10.00 1.2' 1.2' 0.00 0.00
0(+0 0.1+ 0.00 10.00 1.4' 1.4' 0.00 0.00
0(,0 0.!2 0.00 10.00 2.'0 2.'0 0.00 0.00
000 0.'( 0.00 10.00 4.40 4.40 0.00 0.00
020 0.!' 0.00 20.00 ,.10 ,.10 0.00 0.00
040 0.2+ 0.00 20.00 (.!0 (.!0 0.00 0.00
0(0 0.00 0.1! 20.00 1.40 1.40 0.00 0.00
0+0 0.1! 0.0! 20.00 0.(' 0.(' 0.00 0.00
0+00 0.02 0.22 20.00 1.'0 1.'0 0.00 0.00
0+20 0.00 0.!' 20.00 0.10 0.10 0.00 0.00
0+40 0.0+ 0.0! 20.00 0.40 0.40 0.00 0.00
0+(0 0.00 0.1 20.00 0.40 0.40 0.00 0.00
0++0 0.04 1.!4 20.00 0.20 0.20 0.00 0.00
0,00 0.!! 0.00 20.00 !.0 !.0 0.00 0.00
0,20 0.!' 0.00 20.00 (.+0 (.+0 0.00 0.00
0,40 0.00 0.' 20.00 1.' 1.' 0.00 0.00
0,(0 0.1! 0.01 20.00 0.(' 0.(' 0.00 0.00
0,+0 0.10 0.0( 20.00 2.!0 2.!0 0.00 0.00
1000 0.2' 0.00 20.00 !.'0 !.'0 0.00 0.00
SUB TOTAL 0000 1000 21.10 21.10 0.00 0.00
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
1020 0.!' 0.00 20.00 (.00 (.00 0.00 0.00
1040 0.0, 0.0 20.00 4.40 4.40 0.00 0.00
10(0 0.00 0.!4 20.00 0.4' 0.4' 0.00 0.0010+0 0.'( 0.00 20.00 2.+0 2.+0 0.00 0.00
1100 0.04 0.1 20.00 (.00 (.00 0.00 0.00
1120 0.12 0.0' 20.00 1.(0 1.(0 0.00 0.00
1140 0.12 0.0+ 20.00 2.40 2.40 0.00 0.00
11(0 0.0' 0.01 20.00 1.0 1.0 0.00 0.00
11+0 0.0+ 0.11 20.00 1.!0 1.!0 0.00 0.00
1200 0.'' 0.00 20.00 (.!0 (.!0 0.00 0.00
1220 0.'1 0.00 20.00 10.(0 10.(0 0.00 0.00
1240 1.01 0.00 20.00 1'.20 1'.20 0.00 0.00
12(0 0.41 0.10 20.00 14.20 14.20 0.00 0.0012+0 0.'0 0.0 20.00 ,.10 ,.10 0.00 0.00
1!00 0.4! 0.1( 20.00 ,.!0 ,.!0 0.00 0.00
1!20 0.40 0.1, 20.00 +.!0 +.!0 0.00 0.00
1!40 0.+ 0.00 20.00 11.+0 11.+0 0.00 0.00
1!(0 0.', 0.01 20.00 1!.0 1!.0 0.00 0.00
1!+0 0.1' 0.0! 20.00 .40 .40 0.00 0.00
1400 0.1+ 0.00 20.00 !.!0 !.!0 0.00 0.00
1420 0.00 0.' 20.00 0.,0 0.,0 0.00 0.00
1440 0.00 1.12 20.00 0.00 0.00 0.00 0.00
14(0 0.00 0.(0 20.00 0.00 0.00 0.00 0.0014+0 0.00 0.1 20.00 0.00 0.00 0.00 0.00
1'00 0.00 1.20 20.00 0.00 0.00 0.00 0.00
1'20 0.00 1.'+ 20.00 0.00 0.00 0.00 0.00
1'40 0.00 1.,2 20.00 0.00 0.00 0.00 0.00
1'(0 0.00 2.0, 20.00 0.00 0.00 0.00 0.00
1'+0 0.00 1.,, 20.00 0.00 0.00 0.00 0.00
1(00 0.00 2.14 20.00 0.00 0.00 0.00 0.00
1(20 0.00 1.24 20.00 0.00 0.00 0.00 0.00
1(40 0.11 0.42 20.00 0.'' 0.'' 0.00 0.00
1((0 0.2( 0.1+ 20.00 !.0 !.0 0.00 0.001(+0 0.2, 0.10 20.00 '.'0 '.'0 0.00 0.00
100 0.+, 0.00 20.00 11.+0 11.+0 0.00 0.00
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
120 0.4 0.00 20.00 1(.!0 1(.!0 0.00 0.00
1!0 0.04 0.02 10.00 !.,0 !.,0 0.00 0.00
140 0.4 0.00 10.00 2.'' 2.'' 0.00 0.00
1(0 0.2 0.00 20.00 11.,0 11.,0 0.00 0.00
1+0 0.42 0.00 20.00 11.40 11.40 0.00 0.001+00 0.!, 0.00 20.00 +.10 +.10 0.00 0.00
1+20 0.!0 0.02 20.00 (.,0 (.,0 0.00 0.00
1+!0 0.4! 0.00 10.00 !.(' !.(' 0.00 0.00
1+40 0.!1 0.0+ 10.00 !.0 !.0 0.00 0.00
1+'0 0.1( 0.!0 10.00 2.!' 2.!' 0.00 0.00
1+(0 0.11 0.41 10.00 1.!' 1.!' 0.00 0.00
1++0 0.0, 0.2, 20.00 2.00 2.00 0.00 0.00
1,00 0.,, 0.00 20.00 10.+0 10.+0 0.00 0.00
1,20 0.+' 0.00 20.00 1+.40 1+.40 0.00 0.00
1,40 0.4' 0.00 20.00 1!.00 1!.00 0.00 0.001,(0 0.!, 0.00 20.00 +.40 +.40 0.00 0.00
1,+0 0.4 0.00 20.00 +.(0 +.(0 0.00 0.00
2000 0.4 0.00 20.00 ,.40 ,.40 0.00 0.00
SUB TOTAL 1000 2000 301.00 301.00 0.00 0.00
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
2020 0.(! 0.00 20.00 11.00 11.00 0.00 0.00
2040 0.!0 0.00 20.00 ,.!0 ,.!0 0.00 0.00
20(0 0.2 0.00 20.00 '.0 '.0 0.00 0.0020+0 0.2( 0.00 20.00 '.!0 '.!0 0.00 0.00
2100 0.4+ 0.00 20.00 .40 .40 0.00 0.00
2120 0.20 0.00 20.00 (.+0 (.+0 0.00 0.00
2140 0.1, 0.00 20.00 !.,0 !.,0 0.00 0.00
21(0 0.1, 0.00 20.00 !.+0 !.+0 0.00 0.00
21+0 0.+1 0.00 20.00 10.00 10.00 0.00 0.00
2200 0.11 0.02 20.00 ,.20 ,.20 0.00 0.00
2220 0.41 0.00 20.00 '.20 '.20 0.00 0.00
2240 0.!, 0.1, 20.00 +.00 +.00 0.00 0.00
22(0 1.0, 0.02 20.00 14.+0 14.+0 0.00 0.00220 0.2 0.1' 10.00 ,.0' ,.0' 0.00 0.00
22+0 0.(! 0.!4 10.00 (.' (.' 0.00 0.00
2!00 0.42 0.2( 20.00 10.'0 10.'0 0.00 0.00
2!20 0.!( 0.11 20.00 .+0 .+0 0.00 0.00
2!40 0.2 0.1+ 20.00 (.!0 (.!0 0.00 0.00
2!(0 0.1 0.!2 20.00 4.40 4.40 0.00 0.00
2!+0 0.24 0.21 20.00 4.10 4.10 0.00 0.00
2400 0.20 0.!( 20.00 4.40 4.40 0.00 0.00
2410 0.1( 0.2! 10.00 1.+0 1.+0 0.00 0.00
2420 0.0, 0.!4 10.00 1.2' 1.2' 0.00 0.0024!0 0.1! 0.2( 10.00 1.10 1.10 0.00 0.00
2440 0.1 0.21 10.00 1.'0 1.'0 0.00 0.00
24'0 0.20 0.1 10.00 1.+' 1.+' 0.00 0.00
24(0 0.1+ 0.1, 10.00 1.,0 1.,0 0.00 0.00
240 0.12 0.2, 10.00 1.'0 1.'0 0.00 0.00
24+0 0.1+ 0.20 10.00 1.'0 1.'0 0.00 0.00
24,0 0.! 0.0' 10.00 2.' 2.' 0.00 0.00
2'00 0.'4 0.04 10.00 4.'' 4.'' 0.00 0.00
2'20 0.! 0.14 20.00 ,.10 ,.10 0.00 0.00
2'40 0.'' 0.22 20.00 ,.20 ,.20 0.00 0.002'(0 0.' 0.0 20.00 1!.00 1!.00 0.00 0.00
2'0 0.41 0.2! 10.00 '.+0 '.+0 0.00 0.00
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
2'+0 0.(( 0.01 10.00 '.!' '.!' 0.00 0.00
2',0 0.2 0.12 10.00 4.(' 4.(' 0.00 0.002(00 0.10 0.!( 10.00 1.+' 1.+' 0.00 0.00
2(10 0.04 0.2! 10.00 0.0 0.0 0.00 0.00
2(20 0.00 0.04 10.00 0.10 0.10 0.00 0.00
2(!0 0.( 0.00 10.00 1.,0 1.,0 0.00 0.00
2(40 0.! 0.00 10.00 .4' .4' 0.00 0.00
2('0 0.14 0.04 10.00 4.!' 4.!' 0.00 0.00
2((0 0.1( 0.0! 10.00 1.'0 1.'0 0.00 0.00
2(+0 0.' 0.00 20.00 .!0 .!0 0.00 0.00
200 0.(' 0.00 20.00 12.20 12.20 0.00 0.00
220 0.!( 0.0, 20.00 10.10 10.10 0.00 0.00240 0.2+ 0.1+ 20.00 (.40 (.40 0.00 0.00
2(0 0.!1 0.14 20.00 '.,0 '.,0 0.00 0.00
2+0 0.!' 0.10 20.00 (.(0 (.(0 0.00 0.00
2+00 0.!2 0.0+ 20.00 (.0 (.0 0.00 0.00
2+20 0.20 0.2! 20.00 '.20 '.20 0.00 0.00
2+40 0.4! 0.'( 20.00 (.!0 (.!0 0.00 0.00
2+'0 0.', 0.! 10.00 '.10 '.10 0.00 0.00
2+(0 0.+0 0.11 10.00 (.,' (.,' 0.00 0.00
2+0 1.1( 0.00 10.00 ,.+0 ,.+0 0.00 0.00
2++0 1.10 0.(! 10.00 11.!0 11.!0 0.00 0.002+,0 1.00 0.(, 10.00 10.'0 10.'0 0.00 0.00
2,00 0., 0.!( 10.00 +.,' +.,' 0.00 0.00
2,20 1.01 0.11 20.00 1+.00 1+.00 0.00 0.00
2,40 1.0 0.0, 20.00 20.+0 20.+0 0.00 0.00
2,'0 0.,! 0.1( 10.00 10.00 10.00 0.00 0.00
2,(0 0.+1 0.!0 10.00 +.0 +.0 0.00 0.00
2,0 0.,' 0.14 10.00 +.+0 +.+0 0.00 0.00
2,+0 0.!4 0.10 10.00 (.4' (.4' 0.00 0.00
2,,0 0.40 0.0, 10.00 !.0 !.0 0.00 0.00
!000 0.4, 0.0! 10.00 4.4' 4.4' 0.00 0.00SUB TOTAL 2000 3000 43.55 43.55 0.00 0.00
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
!020 0.4, 0.'1 20.00 ,.+0 ,.+0 0.00 0.00
!040 0.(2 0.1' 20.00 11.10 11.10 0.00 0.00
!0(0 0.!( 0.'0 20.00 ,.+0 ,.+0 0.00 0.00!0+0 0.+0 0.0! 20.00 11.(0 11.(0 0.00 0.00
!100 0.,0 0.01 20.00 1.00 1.00 0.00 0.00
!120 1.!( 0.00 20.00 22.(0 22.(0 0.00 0.00
!140 0.( 0.01 20.00 20.!0 20.!0 0.00 0.00
!1(0 0.10 0.'+ 20.00 .0 .0 0.00 0.00
!1+0 0.0 0.' 20.00 1.0 1.0 0.00 0.00
!200 0.,+ 0.0 20.00 10.'0 10.'0 0.00 0.00
!210 0.1 0.20 10.00 +.4' +.4' 0.00 0.00
!220 0.2, 0.'0 10.00 '.00 '.00 0.00 0.00
!2!0 0.10 0.'' 10.00 1.,' 1.,' 0.00 0.00!240 0.0 0.4+ 10.00 0.+' 0.+' 0.00 0.00
!2(0 0.1, 0.2! 20.00 2.(0 2.(0 0.00 0.00
!2+0 0.1+ 0.22 20.00 !.0 !.0 0.00 0.00
!!00 0.20 0.1, 20.00 !.+0 !.+0 0.00 0.00
!!20 0.14 0.2 20.00 !.40 !.40 0.00 0.00
!!40 0.1( 0.2' 20.00 !.00 !.00 0.00 0.00
!!(0 0.1' 0.2( 20.00 !.10 !.10 0.00 0.00
!!0 0.0, 0.1 10.00 1.20 1.20 0.00 0.00
!!+0 0.02 0.!0 10.00 0.'' 0.'' 0.00 0.00
!!,0 0.01 0.!! 10.00 0.1' 0.1' 0.00 0.00!400 0.11 0.14 10.00 0.(0 0.(0 0.00 0.00
!410 0.0, 0.1( 10.00 1.00 1.00 0.00 0.00
!420 0.0, 0.1( 10.00 0.,0 0.,0 0.00 0.00
!4!0 0.00 0.4! 10.00 0.2! 0.2! 0.00 0.00
!440 0.0! 0.2( 10.00 0.0+ 0.0+ 0.00 0.00
!4(0 0.4' 0.1! 20.00 4.+0 4.+0 0.00 0.00
!4+0 0.!' 0.2( 20.00 +.00 +.00 0.00 0.00
!'00 0.4 0.22 20.00 +.20 +.20 0.00 0.00
!'10 0.( 0.2! 10.00 (.1' (.1' 0.00 0.00
!'20 0.( 0.24 10.00 .(0 .(0 0.00 0.00!'!0 0.!+ 0.'0 10.00 '.0 '.0 0.00 0.00
!'40 0.!' 0.40 10.00 !.(' !.(' 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
!''0 0.2( 0.42 10.00 !.0' !.0' 0.00 0.00
!'(0 0.22 0.2, 10.00 2.40 2.40 0.00 0.00
!'0 0.!2 0.14 10.00 2.0 2.0 0.00 0.00!'+0 0.4' 0.00 10.00 !.+' !.+' 0.00 0.00
!(00 0.0( 0.21 20.00 '.10 '.10 0.00 0.00
!(20 0.(+ 0.00 20.00 .40 .40 0.00 0.00
!(!0 0.02 0.'! 10.00 !.'0 !.'0 0.00 0.00
!(40 0.00 0.+! 10.00 0.0' 0.0' 0.00 0.00
!('0 0.4! 0.1( 10.00 1.0+ 1.0+ 0.00 0.00
!((0 0.!+ 0.14 10.00 4.0' 4.0' 0.00 0.00
!(+0 0.0! 0.4+ 20.00 4.10 4.10 0.00 0.00
!00 0.10 0.1 20.00 1.!0 1.!0 0.00 0.00
!20 0.44 0.12 20.00 '.40 '.40 0.00 0.00
!!0 0.(' 0.00 10.00 '.4' '.4' 0.00 0.00
!40 0.!4 0.00 10.00 4.,' 4.,' 0.00 0.00
!'0 0.2( 0.00 10.00 !.00 !.00 0.00 0.00
!(0 0.(, 0.00 10.00 4.' 4.' 0.00 0.00
!0 0.(0 0.00 10.00 (.4' (.4' 0.00 0.00
!+0 0.!( 0.00 10.00 4.+0 4.+0 0.00 0.00
!+00 0.(, 0.00 20.00 10.'0 10.'0 0.00 0.00
!+20 0.20 0.40 20.00 +.,0 +.,0 0.00 0.00
!+!0 1.0' 0.01 10.00 (.2' (.2' 0.00 0.00
!+40 0.2 0.0 10.00 +.+' +.+' 0.00 0.00
!+'0 1.0( 0.00 10.00 +.,0 +.,0 0.00 0.00
!+(0 0., 0.0, 10.00 10.1' 10.1' 0.00 0.00
!++0 0.'0 0.10 20.00 14.0 14.0 0.00 0.00
!,00 0.4' 0.14 20.00 ,.'0 ,.'0 0.00 0.00
!,20 0.'1 0.!( 20.00 ,.(0 ,.(0 0.00 0.00
!,40 0.! 0.12 20.00 12.40 12.40 0.00 0.00
!,(0 0.4' 0.02 20.00 11.+0 11.+0 0.00 0.00
!,+0 0.'' 0.00 20.00 10.00 10.00 0.00 0.00
!,,0 0.'2 0.00 10.00 '.!' '.!' 0.00 0.00
4000 0.!1 0.00 10.00 4.1' 4.1' 0.00 0.00
SUB TOTAL 3000 4000 411.1 411.1 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
4010 0.'2 0.00 10.00 4.1' 4.1' 0.00 0.00
4020 0.0 0.00 10.00 (.10 (.10 0.00 0.00
40!0 0.11 0.', 10.00 4.0' 4.0' 0.00 0.004040 0.11 0.(1 10.00 1.10 1.10 0.00 0.00
40(0 0.1+ 0.'! 20.00 2.,0 2.,0 0.00 0.00
40+0 0.!1 0.!1 20.00 4.,0 4.,0 0.00 0.00
4100 0.!, 0.20 20.00 .00 .00 0.00 0.00
4110 0.'1 0.00 10.00 4.'0 4.'0 0.00 0.00
4120 0.44 0.0! 10.00 4.' 4.' 0.00 0.00
41!0 0.+1 0.00 10.00 (.2' (.2' 0.00 0.00
4140 0.2, 0.11 10.00 '.'0 '.'0 0.00 0.00
41'0 0.1( 0.04 10.00 2.2' 2.2' 0.00 0.00
41(0 0.11 0.0+ 10.00 1.!' 1.!' 0.00 0.00410 0.4( 0.00 10.00 2.+' 2.+' 0.00 0.00
41+0 1.4+ 0.00 10.00 ,.0 ,.0 0.00 0.00
41,0 0.2+ 0.1 10.00 +.+0 +.+0 0.00 0.00
4200 0.1, 0.12 10.00 2.!' 2.!' 0.00 0.00
4220 0.!( 0.00 20.00 '.'0 '.'0 0.00 0.00
4240 0.00 0.4 20.00 1.+0 1.+0 0.00 0.00
42(0 0.24 0.0( 20.00 1.20 1.20 0.00 0.00
420 0.2+ 0.00 10.00 2.(0 2.(0 0.00 0.00
42+0 0.1! 0.0! 10.00 2.0' 2.0' 0.00 0.00
4!00 0.0+ 0.2! 20.00 2.10 2.10 0.00 0.004!20 1.21 0.00 20.00 12.,0 12.,0 0.00 0.00
4!40 1.00 0.00 20.00 22.10 22.10 0.00 0.00
4!(0 1.', 0.00 20.00 2'.,0 2'.,0 0.00 0.00
4!0 1.!1 0.00 10.00 14.'0 14.'0 0.00 0.00
4!+0 0.4 0.0( 10.00 +.,0 +.,0 0.00 0.00
4400 1.0! 0.00 20.00 1'.00 1'.00 0.00 0.00
4420 1.+, 0.00 20.00 2,.20 2,.20 0.00 0.00
4440 0.' 0.00 20.00 2(.40 2(.40 0.00 0.00
44'0 1.10 0.00 10.00 ,.2' ,.2' 0.00 0.00
44(0 0.24 0.2! 10.00 (.0 (.0 0.00 0.0044+0 0.(, 0.00 20.00 ,.!0 ,.!0 0.00 0.00
44,0 1.0, 0.00 10.00 +.,0 +.,0 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMIBARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
4'00 1.1! 0.00 10.00 11.10 11.10 0.00 0.004'20 0.(1 0.0( 20.00 1.40 1.40 0.00 0.00
4'40 0.(1 0.0( 20.00 12.20 12.20 0.00 0.00
4'(0 0.'! 0.10 20.00 11.40 11.40 0.00 0.00
4'+0 0.11 0.2' 20.00 (.40 (.40 0.00 0.00
4',0 0.14 0.1, 10.00 1.2' 1.2' 0.00 0.00
4(00 0.00 0.1, 10.00 0.!' 0.!' 0.00 0.00
4(20 0.0! 0.4! 20.00 0.1' 0.1' 0.00 0.00
4(40 0.12 0.1 20.00 1.'0 1.'0 0.00 0.00
4((0 0.0' 0.!1 20.00 1.0 1.0 0.00 0.00
4(+0 0.22 0.04 20.00 2.0 2.0 0.00 0.00400 0.00 0.!1 20.00 1.10 1.10 0.00 0.00
410 0.00 0. 10.00 0.00 0.00 0.00 0.00
420 0.1 0.00 10.00 1.+ 1.+ 0.00 0.00
440 0.+' 0.00 20.00 1'.(0 1'.(0 0.00 0.00
4(0 0.!1 0.02 20.00 11.(0 11.(0 0.00 0.00
4+0 0.0' 0.2 20.00 !.(0 !.(0 0.00 0.00
4+00 0.!4 0.01 20.00 !.,0 !.,0 0.00 0.00
4+10 1.0! 0.00 10.00 (.+' (.+' 0.00 0.00
4+20 0.01 0.0 10.00 '.20 '.20 0.00 0.00
4+!0 0.21 0.00 10.00 1.10 1.10 0.00 0.004+40 0.4( 0.00 10.00 !.!' !.!' 0.00 0.00
4+(0 0.!2 0.02 20.00 .+0 .+0 0.00 0.00
4++0 0.00 0.++ 20.00 1.(0 1.(0 0.00 0.00
4,00 0.00 0.(+ 20.00 0.00 0.00 0.00 0.00
4,20 0.4, 0.0( 20.00 2.4' 2.4' 0.00 0.00
4,40 0.0' 0.4! 20.00 '.40 '.40 0.00 0.00
4,(0 0.02 0.'+ 20.00 0.0 0.0 0.00 0.00
4,+0 0.'2 0.0' 20.00 '.40 '.40 0.00 0.00
'000 1.! 0.00 20.00 1+.,0 1+.,0 0.00 0.00
SUB TOTAL 4000 5000 445.2 445.2 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
'020 0.02 0.!! 20.00 1!.,0 1!.,0 0.00 0.00
'040 0.00 0.(2 20.00 0.10 0.10 0.00 0.00
'0(0 1.12 0.00 20.00 '.(0 '.(0 0.00 0.00'0+0 0.,! 0.00 20.00 20.'0 20.'0 0.00 0.00
'100 2.1' 0.00 20.00 !0.+0 !0.+0 0.00 0.00
'120 0.1 0.00 20.00 2+.(0 2+.(0 0.00 0.00
'140 0.0+ 0.22 20.00 .,0 .,0 0.00 0.00
'1(0 1.0, 0.00 20.00 11.0 11.0 0.00 0.00
'1+0 0.(! 0.00 20.00 1.20 1.20 0.00 0.00
'200 0.0, 0.11 20.00 .20 .20 0.00 0.00
'220 0.00 0.' 20.00 0.4' 0.4' 0.00 0.00
'240 0.2! 0.02 20.00 1.1' 1.1' 0.00 0.00
'2(0 0.(( 0.00 20.00 +.,0 +.,0 0.00 0.00'2+0 1.0+ 0.00 20.00 1.40 1.40 0.00 0.00
'!00 1.( 0.00 20.00 2+.40 2+.40 0.00 0.00
'!20 1.1( 0.00 20.00 2,.20 2,.20 0.00 0.00
'!40 1.42 0.00 20.00 2'.+0 2'.+0 0.00 0.00
'!(0 0.++ 0.00 20.00 2!.00 2!.00 0.00 0.00
'!+0 0.!4 0.0' 20.00 12.20 12.20 0.00 0.00
'400 1.0' 0.00 20.00 1!.,0 1!.,0 0.00 0.00
'420 2.10 0.00 20.00 !1.'0 !1.'0 0.00 0.00
'440 2.0! 0.00 20.00 41.!0 41.!0 0.00 0.00
'4(0 1.2 0.00 20.00 !!.00 !!.00 0.00 0.00'4+0 0.++ 0.00 20.00 21.'0 21.'0 0.00 0.00
''00 1.' 0.00 20.00 24.'0 24.'0 0.00 0.00
''20 0.!+ 0.04 20.00 1,.'0 1,.'0 0.00 0.00
''40 0.1' 0.4( 20.00 '.!0 '.!0 0.00 0.00
''(0 0.21 0.2 20.00 !.(0 !.(0 0.00 0.00
''+0 0.,4 0.00 20.00 11.'0 11.'0 0.00 0.00
'(00 1.20 0.00 20.00 21.40 21.40 0.00 0.00
'(20 0.! 0.00 20.00 1,.!0 1,.!0 0.00 0.00
'(40 0.,+ 0.00 20.00 1.10 1.10 0.00 0.00
'((0 0.00 0.1 20.00 4.,0 4.,0 0.00 0.00'(+0 0.!! 0.00 20.00 1.(' 1.(' 0.00 0.00
'00 0.'1 0.00 20.00 +.40 +.40 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
'20 1.!, 0.00 20.00 1,.00 1,.00 0.00 0.00
'40 0.2, 0.0' 20.00 1(.+0 1(.+0 0.00 0.00
'(0 0.+' 0.00 20.00 11.40 11.40 0.00 0.00
'+0 0.24 0.11 20.00 10.,0 10.,0 0.00 0.00
'+00 1.0 0.00 20.00 1!.10 1!.10 0.00 0.00
'+20 0.'4 0.00 20.00 1(.10 1(.10 0.00 0.00
'+40 0.!' 0.0' 20.00 +.,0 +.,0 0.00 0.00
'+(0 0.(! 0.00 20.00 ,.+0 ,.+0 0.00 0.00
'++0 0.'1 0.00 20.00 11.40 11.40 0.00 0.00
',00 0.20 0.10 20.00 .10 .10 0.00 0.00
',20 0.1, 0.0( 20.00 !.,0 !.,0 0.00 0.00
',40 0.0, 0.1+ 20.00 2.+0 2.+0 0.00 0.00
',(0 0.20 0.0' 20.00 2.,0 2.,0 0.00 0.00
',+0 0.'0 0.00 20.00 .00 .00 0.00 0.00
(000 1.01 0.00 20.00 1'.10 1'.10 0.00 0.00
SUB TOTAL 5000 6000 #24.55 #24.55 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
(020 0.'( 0.00 20.00 1'.0 1'.0 0.00 0.00
(040 0.24 0.1' 20.00 +.00 +.00 0.00 0.00
(0(0 0.!, 0.0( 20.00 (.!0 (.!0 0.00 0.00(0+0 1.1+ 0.00 20.00 1'.0 1'.0 0.00 0.00
(0,0 0.!! 0.00 10.00 .'' .'' 0.00 0.00
(100 0.'! 0.04 10.00 4.!0 4.!0 0.00 0.00
(120 0.01 0.4! 20.00 '.40 '.40 0.00 0.00
(140 0.11 0.0, 20.00 1.20 1.20 0.00 0.00
(1(0 0.0( 0.1, 20.00 1.0 1.0 0.00 0.00
(1+0 0.'+ 0.00 20.00 (.40 (.40 0.00 0.00
(200 0.'' 0.00 20.00 11.!0 11.!0 0.00 0.00
(220 0.4+ 0.00 20.00 10.!0 10.!0 0.00 0.00
(240 0.04 0.1' 20.00 '.20 '.20 0.00 0.00(2(0 0.4+ 0.00 20.00 '.20 '.20 0.00 0.00
(2+0 0.12 0.0( 20.00 (.00 (.00 0.00 0.00
(!00 0.'1 0.00 20.00 (.!0 (.!0 0.00 0.00
(!20 0.,' 0.00 20.00 14.(0 14.(0 0.00 0.00
(!40 0.0! 0.20 20.00 ,.+0 ,.+0 0.00 0.00
(!(0 0.'2 0.00 20.00 '.'0 '.'0 0.00 0.00
(!+0 0.+ 0.00 20.00 1!.,0 1!.,0 0.00 0.00
(400 0.2 0.01 20.00 11.40 11.40 0.00 0.00
(420 0.!( 0.00 20.00 (.!0 (.!0 0.00 0.00
(440 0.(' 0.00 20.00 10.10 10.10 0.00 0.00(4(0 0.40 0.00 20.00 10.'0 10.'0 0.00 0.00
(4+0 0.!4 0.00 20.00 .40 .40 0.00 0.00
('00 0.!0 0.00 20.00 (.40 (.40 0.00 0.00
('20 0., 0.00 20.00 10.,0 10.,0 0.00 0.00
('40 0.(0 0.00 20.00 1!.,0 1!.,0 0.00 0.00
('(0 0.(1 0.00 20.00 12.10 12.10 0.00 0.00
('+0 1.0( 0.00 20.00 1(.0 1(.0 0.00 0.00
((00 0.(+ 0.00 20.00 1.40 1.40 0.00 0.00
((20 0.!4 0.00 20.00 10.20 10.20 0.00 0.00
((40 1.0, 0.00 20.00 14.!0 14.!0 0.00 0.00(((0 0.'1 0.00 20.00 1(.00 1(.00 0.00 0.00
((+0 0.04 0.20 20.00 '.'0 '.'0 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
(00 0.4 0.00 20.00 .+0 .+0 0.00 0.00
(20 0.'0 0.00 20.00 12.40 12.40 0.00 0.00
(40 0.0! 0.24 20.00 '.!0 '.!0 0.00 0.00
((0 0.0 0.11 20.00 1.00 1.00 0.00 0.00(+0 0.0 0.11 20.00 1.40 1.40 0.00 0.00
(+00 0.00 0., 20.00 0.!' 0.!' 0.00 0.00
(+20 0.1' 0.01 20.00 0.' 0.' 0.00 0.00
(+40 1.1! 0.00 20.00 12.+0 12.+0 0.00 0.00
(+(0 0.++ 0.00 20.00 20.10 20.10 0.00 0.00
(++0 0.(1 0.00 20.00 14.,0 14.,0 0.00 0.00
(,00 0.2! 0.01 20.00 +.40 +.40 0.00 0.00
(,20 0.2' 0.00 20.00 4.+0 4.+0 0.00 0.00
(,40 0., 0.00 20.00 10.40 10.40 0.00 0.00
(,(0 0.+4 0.00 20.00 1(.!0 1(.!0 0.00 0.00(,+0 0.,! 0.00 20.00 1.0 1.0 0.00 0.00
000 0.'2 0.00 20.00 14.'0 14.'0 0.00 0.00
SUB TOTAL 6000 #000 4#.35 4#.35 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
020 0.! 0.00 20.00 +.,0 +.,0 0.00 0.00
040 0.! 0.00 20.00 .40 .40 0.00 0.00
0(0 0.'1 0.00 20.00 +.+0 +.+0 0.00 0.000+0 0.(0 0.00 20.00 11.10 11.10 0.00 0.00
100 0.+0 0.00 20.00 14.00 14.00 0.00 0.00
120 0.(! 0.00 20.00 14.!0 14.!0 0.00 0.00
140 0.14 0.01 20.00 .0 .0 0.00 0.00
1(0 0.04 0.0 20.00 1.+0 1.+0 0.00 0.00
1+0 0.0' 0.11 20.00 0.,0 0.,0 0.00 0.00
200 0.00 0.4( 20.00 0.2' 0.2' 0.00 0.00
220 0.(! 0.00 20.00 !.1' !.1' 0.00 0.00
240 0.'' 0.00 20.00 11.+0 11.+0 0.00 0.00
2(0 0.+( 0.00 20.00 14.10 14.10 0.00 0.002+0 0.0 0.0' 20.00 ,.!0 ,.!0 0.00 0.00
!00 0.11 0.0, 20.00 1.+0 1.+0 0.00 0.00
!20 0.+! 0.00 20.00 ,.40 ,.40 0.00 0.00
!40 0.20 0.0 20.00 10.!0 10.!0 0.00 0.00
!(0 0.(2 0.00 20.00 +.20 +.20 0.00 0.00
!+0 0.04 0.!+ 20.00 (.(0 (.(0 0.00 0.00
!,0 0.22 0.00 10.00 1.!0 1.!0 0.00 0.00
400 0.2 0.12 10.00 2.4' 2.4' 0.00 0.00
410 0.00 0.2! 10.00 0.(+ 0.(+ 0.00 0.00
420 0.2+ 0.00 10.00 0.0 0.0 0.00 0.004!0 0.0( 0.!( 10.00 1.0 1.0 0.00 0.00
440 0.2! 0.01 10.00 1.4' 1.4' 0.00 0.00
4'0 0.' 0.00 10.00 4.,0 4.,0 0.00 0.00
4(0 0.1 0.0! 10.00 4.(0 4.(0 0.00 0.00
4+0 0.01 0.! 20.00 1.+0 1.+0 0.00 0.00
4,0 0.,( 0.00 10.00 4.+' 4.+' 0.00 0.00
'00 0.+! 0.00 10.00 +.,' +.,' 0.00 0.00
'20 0.'+ 0.00 20.00 14.10 14.10 0.00 0.00
'40 0.0+ 0.11 20.00 (.(0 (.(0 0.00 0.00
'(0 0.0' 0.1( 20.00 1.!0 1.!0 0.00 0.00'0 0.10 0.1 10.00 0.' 0.' 0.00 0.00
'+0 0.2( 0.0, 10.00 1.+0 1.+0 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
(00 0.+1 0.00 20.00 10.0 10.0 0.00 0.00
(20 0.'( 0.01 20.00 1!.0 1!.0 0.00 0.00
(40 0.4( 0.04 20.00 10.20 10.20 0.00 0.00
((0 0.( 0.00 20.00 12.20 12.20 0.00 0.00
(+0 1.0( 0.00 20.00 1+.20 1+.20 0.00 0.00
00 0.4, 0.01 20.00 1'.'0 1'.'0 0.00 0.00
20 0.40 0.0! 20.00 +.,0 +.,0 0.00 0.00
40 0.' 0.00 20.00 ,.0 ,.0 0.00 0.00
'0 0.2! 0.00 10.00 4.00 4.00 0.00 0.00
(0 0.!' 0.2, 10.00 2.,0 2.,0 0.00 0.00
0 0.0 0.0! 10.00 2.10 2.10 0.00 0.00
+0 0.4( 0.00 10.00 2.(' 2.(' 0.00 0.00
+00 0.'' 0.00 20.00 10.10 10.10 0.00 0.00
+20 0.10 0.21 20.00 (.'0 (.'0 0.00 0.00
+40 0.+! 0.00 20.00 ,.!0 ,.!0 0.00 0.00
+(0 0.(4 0.00 20.00 14.0 14.0 0.00 0.00
++0 0.(( 0.00 20.00 1!.00 1!.00 0.00 0.00
,00 0.4, 0.00 20.00 11.'0 11.'0 0.00 0.00
,20 0.' 0.00 20.00 10.(0 10.(0 0.00 0.00
,40 0.'4 0.00 20.00 11.10 11.10 0.00 0.00
,(0 0.!0 0.00 20.00 +.40 +.40 0.00 0.00
,+0 0.'0 0.00 20.00 +.00 +.00 0.00 0.00
+000 0.!4 0.01 20.00 +.40 +.40 0.00 0.00
SUB TOTAL #000 000 430.0 430.0 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
+010 0.!( 0.02 10.00 !.'0 !.'0 0.00 0.00
+020 0.1 0.1+ 10.00 2.(' 2.(' 0.00 0.00
+0!0 0.01 0.0' 10.00 0.,0 0.,0 0.00 0.00+040 0.01 0.0! 10.00 0.10 0.10 0.00 0.00
+0'0 0.+, 0.00 10.00 4.'0 4.'0 0.00 0.00
+0(0 0.+4 0.00 10.00 +.(' +.(' 0.00 0.00
+0+0 0.42 0.00 20.00 12.(0 12.(0 0.00 0.00
+100 0.1' 0.0+ 20.00 '.0 '.0 0.00 0.00
+120 0.12 0.11 20.00 2.0 2.0 0.00 0.00
+140 0.00 1.2! 20.00 0.(0 0.(0 0.00 0.00
+1(0 0.00 !.(( 20.00 0.00 0.00 0.00 0.00
+1+0 0.00 !.! 20.00 0.00 0.00 0.00 0.00
+200 0.00 !.'' 20.00 0.00 0.00 0.00 0.00+220 0.00 2.1, 20.00 0.00 0.00 0.00 0.00
+240 0.00 2.'1 20.00 0.00 0.00 0.00 0.00
+2(0 0.00 2.( 20.00 0.00 0.00 0.00 0.00
+2+0 0.00 !.22 20.00 0.00 0.00 0.00 0.00
+2,0 0.00 !.!0 10.00 0.00 0.00 0.00 0.00
+!00 0.00 !.! 10.00 0.00 0.00 0.00 0.00
+!10 0.00 !.40 10.00 0.00 0.00 0.00 0.00
+!20 0.00 !.4+ 10.00 0.00 0.00 0.00 0.00
+!40 0.00 !.+' 20.00 0.00 0.00 0.00 0.00
+!(0 0.00 !.!( 20.00 0.00 0.00 0.00 0.00+!+0 0.00 2.'+ 20.00 0.00 0.00 0.00 0.00
+400 0.00 1.1 20.00 0.00 0.00 0.00 0.00
+420 0.01 0.'1 20.00 0.0' 0.0' 0.00 0.00
+440 0.02 0.'' 20.00 0.!0 0.!0 0.00 0.00
+4(0 0.!+ 0.00 20.00 4.00 4.00 0.00 0.00
+4+0 0.'0 0.00 20.00 +.+0 +.+0 0.00 0.00
+'00 0.2' 0.0, 20.00 .'0 .'0 0.00 0.00
+'20 0.00 0.(2 20.00 1.2' 1.2' 0.00 0.00
+'40 0.00 0.! 20.00 0.00 0.00 0.00 0.00
+'(0 0.1( 0.01 20.00 0.+0 0.+0 0.00 0.00+'+0 1.,0 0.00 20.00 20.(0 20.(0 0.00 0.00
+(00 1.!1 0.00 20.00 !2.10 !2.10 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
+(20 0.'( 0.00 20.00 1+.0 1+.0 0.00 0.00
+(40 0.! 0.00 20.00 ,.!0 ,.!0 0.00 0.00
+((0 0.00 0.'4 20.00 1.+' 1.+' 0.00 0.00
+(+0 1.04 0.00 20.00 '.20 '.20 0.00 0.00
+00 0.0( 0.21 20.00 11.00 11.00 0.00 0.00
+20 0.2, 0.00 20.00 !.'0 !.'0 0.00 0.00
+40 0.(4 0.00 20.00 ,.!0 ,.!0 0.00 0.00
+(0 0.(1 0.1+ 20.00 12.'0 12.'0 0.00 0.00
++0 0.+1 0.0! 20.00 14.20 14.20 0.00 0.00
+,0 1.4, 0.00 10.00 11.'0 11.'0 0.00 0.00++00 1.!2 0.00 10.00 14.0' 14.0' 0.00 0.00
++10 0., 0.00 10.00 11.4' 11.4' 0.00 0.00
++20 0.++ 0.01 10.00 ,.2' ,.2' 0.00 0.00
++!0 1.,2 0.00 10.00 14.00 14.00 0.00 0.00
++40 0.0, 0.2' 10.00 10.0' 10.0' 0.00 0.00
++'0 0.0, 0.24 10.00 0.,0 0.,0 0.00 0.00
++(0 0.1( 0.0, 10.00 1.2' 1.2' 0.00 0.00
++0 0.2, 0.00 10.00 2.2' 2.2' 0.00 0.00
+++0 0.(1 0.00 10.00 4.'0 4.'0 0.00 0.00
+,00 0.2' 0.04 20.00 +.(0 +.(0 0.00 0.00+,20 0.(1 0.0( 20.00 +.(0 +.(0 0.00 0.00
+,!0 0.'1 0.0, 10.00 '.(0 '.(0 0.00 0.00
+,40 0.1( 0.1 10.00 !.!' !.!' 0.00 0.00
+,(0 0.2+ 0.01 20.00 4.40 4.40 0.00 0.00
+,0 0.!+ 0.00 10.00 !.!0 !.!0 0.00 0.00
+,+0 0.!' 0.00 10.00 !.(' !.(' 0.00 0.00
+,,0 0.2( 0.00 10.00 !.0' !.0' 0.00 0.00
,000 0.20 0.00 10.00 2.!0 2.!0 0.00 0.00
SUB TOTAL 000 000 324.0 324.0 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
,010 0.4, 0.00 10.00 !.4' !.4' 0.00 0.00
,020 0.!4 0.00 10.00 4.1' 4.1' 0.00 0.00
,040 0.+ 0.00 20.00 12.10 12.10 0.00 0.00,0(0 0.!( 0.00 20.00 12.!0 12.!0 0.00 0.00
,0+0 0.44 0.0 20.00 +.00 +.00 0.00 0.00
,0,0 1.(2 0.00 10.00 10.!0 10.!0 0.00 0.00
,100 0.4 0.00 10.00 10.4' 10.4' 0.00 0.00
,120 0.12 0.1, 20.00 '.,0 '.,0 0.00 0.00
,1!0 1.41 0.00 10.00 .(' .(' 0.00 0.00
,140 1.(2 0.00 10.00 1'.1' 1'.1' 0.00 0.00
,1(0 1.02 0.00 20.00 2(.40 2(.40 0.00 0.00
,10 0.+ 0.00 10.00 ,.4' ,.4' 0.00 0.00
,1+0 0.'2 0.00 10.00 (.,' (.,' 0.00 0.00,1,0 0.!0 0.0 10.00 4.10 4.10 0.00 0.00
,200 1.!' 0.00 10.00 +.2' +.2' 0.00 0.00
,220 0.4+ 0.00 20.00 1+.!0 1+.!0 0.00 0.00
,240 0.!0 0.'4 20.00 .+0 .+0 0.00 0.00
,2'0 0.!2 0.2! 10.00 !.10 !.10 0.00 0.00
,2(0 0.21 0.01 10.00 2.(' 2.(' 0.00 0.00
,2+0 0.!, 0.00 20.00 (.00 (.00 0.00 0.00
,!00 0.24 0.00 20.00 (.!0 (.!0 0.00 0.00
,!10 0.!1 0.00 10.00 2.' 2.' 0.00 0.00
,!20 0.0 0.1+ 10.00 1.,0 1.,0 0.00 0.00,!!0 0.( 0.00 10.00 4.1' 4.1' 0.00 0.00
,!40 0.(2 0.00 10.00 (.,0 (.,0 0.00 0.00
,!(0 0.1( 0.0' 20.00 .+0 .+0 0.00 0.00
,!+0 0.!+ 0.00 20.00 '.40 '.40 0.00 0.00
,400 0.24 0.00 20.00 (.20 (.20 0.00 0.00
,410 0.1+ 0.00 10.00 2.10 2.10 0.00 0.00
,420 0.2( 0.00 10.00 2.20 2.20 0.00 0.00
,440 0.2' 0.00 20.00 '.10 '.10 0.00 0.00
,4(0 0.'! 0.00 20.00 .+0 .+0 0.00 0.00
,40 0.11 0.1! 10.00 !.20 !.20 0.00 0.00,4+0 0.4( 0.00 10.00 2.+' 2.+' 0.00 0.00
,4,0 0.4' 0.00 10.00 4.'' 4.'' 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
,'00 0.!1 0.00 10.00 !.+0 !.+0 0.00 0.00
,'20 0.'' 0.01 20.00 +.(0 +.(0 0.00 0.00,'40 0.2+ 0.1+ 20.00 +.!0 +.!0 0.00 0.00
,'(0 0.4+ 0.02 20.00 .(0 .(0 0.00 0.00
,'+0 0.+' 0.00 20.00 1!.!0 1!.!0 0.00 0.00
,(00 0.2( 0.4( 20.00 11.10 11.10 0.00 0.00
,(10 0.!1 0.4+ 10.00 2.+' 2.+' 0.00 0.00
,(20 0.0 0.11 10.00 1.,0 1.,0 0.00 0.00
,(!0 0.2 0.01 10.00 !.,' !.,' 0.00 0.00
,(40 0.02 0.20 10.00 !.0 !.0 0.00 0.00
,((0 0.2( 0.01 20.00 2.+0 2.+0 0.00 0.00
,(+0 0.0( 0.02 20.00 !.20 !.20 0.00 0.00
,00 0.00 0.!+ 20.00 0.!0 0.!0 0.00 0.00
,20 1.41 0.00 20.00 .0' .0' 0.00 0.00
,40 0.0' 0.0( 20.00 14.(0 14.(0 0.00 0.00
,'0 0.0' 0.00 10.00 0.'0 0.'0 0.00 0.00
,(0 0.2( 0.0+ 10.00 1.'' 1.'' 0.00 0.00
,+0 0.'2 0.00 20.00 .+0 .+0 0.00 0.00
,+00 0.4 0.00 20.00 12.(0 12.(0 0.00 0.00
,+20 0.'' 0.00 20.00 12.,0 12.,0 0.00 0.00
,+!0 0.4! 0.00 10.00 4.,0 4.,0 0.00 0.00
,+40 0.01 0.2, 10.00 2.20 2.20 0.00 0.00
,+(0 0.42 0.00 20.00 4.!0 4.!0 0.00 0.00
,++0 0.0+ 0.1( 20.00 '.00 '.00 0.00 0.00
,,00 0.!! 0.00 20.00 4.10 4.10 0.00 0.00
,,20 0.1( 0.0! 20.00 4.,0 4.,0 0.00 0.00
,,!0 0.+2 0.00 10.00 4.,0 4.,0 0.00 0.00
,,40 0.4! 0.00 10.00 (.2' (.2' 0.00 0.00
,,(0 0.!4 0.04 20.00 .0 .0 0.00 0.00
,,+0 0.0! 0.0( 20.00 !.0 !.0 0.00 0.00
10000 0.11 0.0 20.00 1.40 1.40 0.00 0.00
SUB TOTAL 000 10000 42.40 42.40 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
10020 0.0 0.1' 20.00 1.+0 1.+0 0.00 0.00
10040 0.'( 0.00 20.00 (.!0 (.!0 0.00 0.00
100(0 0.2+ 0.00 20.00 +.40 +.40 0.00 0.00100+0 0.! 0.00 20.00 (.'0 (.'0 0.00 0.00
10100 0.1, 0.00 20.00 '.(0 '.(0 0.00 0.00
10120 0.20 0.00 20.00 !.,0 !.,0 0.00 0.00
10140 0.!' 0.00 20.00 '.'0 '.'0 0.00 0.00
101(0 0.!4 0.00 20.00 (.,0 (.,0 0.00 0.00
101+0 0.! 0.00 20.00 .10 .10 0.00 0.00
10200 0.4' 0.00 20.00 +.20 +.20 0.00 0.00
10220 0.!( 0.00 20.00 +.10 +.10 0.00 0.00
10240 0.'2 0.00 20.00 +.+0 +.+0 0.00 0.00
102(0 0.0 0.0' 20.00 '.,0 '.,0 0.00 0.00102+0 0.0, 0.0+ 20.00 1.(0 1.(0 0.00 0.00
10!00 0.1+ 0.01 20.00 2.0 2.0 0.00 0.00
10!20 0.0 0.10 20.00 2.'0 2.'0 0.00 0.00
10!40 0.00 0.'4 20.00 0.!' 0.!' 0.00 0.00
10!(0 0.00 0.40 20.00 0.00 0.00 0.00 0.00
10!+0 0.00 0.40 20.00 0.00 0.00 0.00 0.00
10400 0.01 0.04 20.00 0.0' 0.0' 0.00 0.00
10420 0.10 0.00 20.00 1.10 1.10 0.00 0.00
10440 0.0! 0.02 20.00 1.!0 1.!0 0.00 0.00
104(0 0.12 0.1 20.00 1.'0 1.'0 0.00 0.00104+0 0.40 0.00 20.00 '.20 '.20 0.00 0.00
10'00 0.21 0.11 20.00 (.10 (.10 0.00 0.00
10'20 0.( 0.00 20.00 ,.0 ,.0 0.00 0.00
10'40 0.', 0.00 20.00 1!.'0 1!.'0 0.00 0.00
10'(0 0.0' 0.4 20.00 (.40 (.40 0.00 0.00
10'+0 1.04 0.00 20.00 10.,0 10.,0 0.00 0.00
10(00 0.'! 0.00 20.00 1'.0 1'.0 0.00 0.00
10(20 0.0+ 0.0 20.00 (.10 (.10 0.00 0.00
10(40 0.!! 0.00 20.00 4.10 4.10 0.00 0.00
10((0 0.' 0.00 20.00 10.+0 10.+0 0.00 0.0010(+0 0.+4 0.00 20.00 1'.,0 1'.,0 0.00 0.00
1000 0.4! 0.00 20.00 12.0 12.0 0.00 0.00
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMI
BARRIO NUEVO - CERRO BLANCO
PLANIL
E)++ REAS ,'2-
D$=&9& 3"5
VOLUMEN CORTE ,'3-
;" C>=# R##9> T>=& C>=# R>& S8#=& R>& F&M&=#&S8#=>
1020 0.0' 0.0+ 20.00 4.+0 4.+0 0.00 0.00
1040 0.0' 0.0+ 20.00 1.00 1.00 0.00 0.00
SUB TOTAL 10000 10#40 21#.00 21#.00 0.00 0.00
TOTAL 0000 10#40 441.3 441.3 0.00 0.00
E$=&& C>=# R##9> D$=&9&
0420 0.00 0.02 1(.00 0.!2
2240 0.00 0.!1 1(.00 4.,(
220 0.00 0.2! 1(.00 !.(+
!200 0.00 0.'0 1(.00 +.00
!00 0.00 0.10 1(.00 1.(0
4(00 0.00 0.04 1(.00 0.(4
(120 0.00 0.2, 1(.00 4.(4400 0.00 0.!0 1(.00 4.+0
+100 0.00 0.22 1(.00 !.'2
,(0 0.00 0.0+ 1(.00 1.2+
TOTAL RELLENO EN PLA!OLETAS 33.44
R##9>M&=#&C&9=#&
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
O VECINAL
A DE METRADO DE EXPLANACIONES
VOLUMEN RELLENO ,'3- RELLENO PROPIO PERFILA
T>=& R##9> R##9> P><> DLP 120 " P#&:> 3"5E"9&>9
E7#:#9=# C>=#R##9> E7#:#9=#C>=# T&9$<>=&:>
R##9> M&=#&:# C&9=#&
1.2 1.2 1.2 1.2
0.2!
2.00 0.'' - - - 4.,!
0.0' 0.0' 1.'' - - - !.'2
1.00 0.0 - - - 2.0!
2.'0 0.!0 - - - 1.02
1.0 1.0 1.+0 - - - 4.!2
0.0' 0.0' 0.(0 - - 4.2 4.'4
0.00 - - - .14 '.11
0.00 - - - .4 '.0
0.00 - - - '.0 '.0'
0.00 - - - .!1 '.12
0.'0 0.'0 - - '.+ 2.1!
2.10 2.10 - - 2.+1 2.(2
2.(0 2.(0 - - !.4, 2.4+
2.'0 2.'0 - - !.4, 2.0
2.0 2.0 - - !.2! 2.41
2.'0 2.'0 - - 4.1 2.,2
1.,0 1.,0 - - '.44 2.(4
1.!0 1.!0 - - (.2, 4.10
0.0' 0.0' - - !.4 '.44
0.00 - - - !.44 '.4(
0.00 - - - 2.'1 4.'1
0.00 - - - 1.+! '.42
0.0! 0.0! - - 1.2 !.,(
1.00 0.4' - - - -
!.4' - - - - -
!.40 - - - - -
0.,0 0.,0 1.10 - - - '.04
0.00 - '.'0 - - - 4.,
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
O VECINAL
A DE METRADO DE EXPLANACIONES
VOLUMEN RELLENO ,'3- RELLENO PROPIO PERFILA
T>=& R##9> R##9> P><> DLP 120 " P#&:> 3"5E"9&>9
E7#:#9=# C>=#R##9> E7#:#9=#C>=# T&9$<>=&:>
R##9> M&=#&:# C&9=#&
0.00 - 0.+0 - - 2.+, '.01
0.2' 0.2' - - 2.(+ 1.,(0.2' 0.2' - - !.2 '.0!
0.+0 0.+0 - - !.1' 2.'1
2.,0 1.20 - - - 2.4'
0.(' 0.(' 1.0 - - 0.(4 '.2(
0.00 - - - 2.+, '.!,
0.00 - - - !.'! '.41
0.00 - - - !.' '.40
0.00 - - - 4.!+ '.4(
0.00 - - - !.0 4.,1
0.1! 0.1! - - 1.4 2.(1
0.0 0.0 - - 0.4 2.!2
0.2! 0.2! - - 1.04 '.!0
0.00 - - - 2.1! '.2,
0.00 - - - !.4 '.20
0.00 - !.,0 - - 4.42 '.0
0.00 - (.!0 - - - '.01
0.(' 0.(' 0.' - - - -
1.(0 0.(' - - - 2.+'
2.'0 1.'0 - - - 1.0!
'.0 0.10 - - - -
!.+0 0.40 - - - !.0+
2.00 0.40 - 1.(0 - -
1'.10 0.20 - 14.,0 - 2.0+
(.0 !.0 - - - '.01
0.00 - (.+0 - - - '.0(
2.+' 1.' - - - -
'.+0 0.(' - - - 4.0,
0.0 0.0 1.(0 - - - 2.!1
0.!0 0.!0 0.+' - - 2.00 4.,
5.3 36.0 33.25 0.00 16.50 126.46
7/23/2019 Metrados carretera
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METRADOS JUNIO 2014
O VECINAL
A DE METRADO DE EXPLANACIONES
VOLUMEN RELLENO ,'3- RELLENO PROPIO PERFILA
T>=& R##9> R##9> P><> DLP 120 " P#&:> 3"5E"9&>9
E7#:#9=# C>=#R##9> E7#:#9=#C>=# T&9$<>=&:>
R##9> M&=#&:# C&9=#&
0.00 - - - '.10 '.01
0.!' 0.!' - - !.44 2.21
4.10 0.4' - - - 0.2,1.0 1.0 1.10 - - - '.0
0.+' 0.+' !.1' - - 1.0 1.42
2.20 1.(0 - - - 2.14
1.!0 1.!0 - - 0.,4 !.2+
0.,0 0.,0 - - 0.(+ 2.42
1.20 1.20 - - 0.0, 1.+0
0.'' 0.'' - - 4.+, '.2'
0.00 - - - ,.01 '.24
0.00 - - - 12.,2 '.!
0.'0 0.'0 - - 11.(' 2.41.0 1.0 - - (.2, 2.(,
2.!0 2.!0 - - '.,' 2.4(
!.'0 !.'0 - - 4.0+ 2.!+
0.,' 0.,' - - ,.22 '.4'
0.0' 0.0' +.0 - - 4.21 !.!+
0.40 0.40 .00 - - - 2.2
0.1' 0.1' !.1' - - - '.00
2.+' 0.,0 - - - 0.!4
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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20.00 ,!.'0
20.00 104.''
20.00 10!.!4
20.00 ,4.+1
20.00 ++.(4
20.00 ,.+(
20.00 10'.4220.00 10'.+1
20.00 104.,!
4142.6
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METRADOS JUNIO 2014
DO/ NIVELACION Y COMPAC.
D$=. P&& 3"5 A#& P#&:> 3"25
20.00 10!.!
20.00 102.,4
20.00 10!.!420.00 104.12
20.00 10'.0,
20.00 104.2,
20.00 ,0.1'
20.00 (0.!+
20.00 40.1
20.00 ,.'1
20.00 2'.!
20.00 102.0
20.00 102.+420.00 1.21
20.00 4'.!
20.00 +.2
20.00 (.!
20.00 '.04
20.00 (!.(2
10.00 2,.2,
10.00 !.+'
10.00 .4(
10.00 12.410.00 !1.,+
10.00 2!.,1
10.00 44.'2
10.00 44.!
20.00 !+.!
10.00 !0.2,
10.00 '(.20
20.00 10+.0
20.00 0.,
20.00 !2.(!10.00 1'.,
10.00 20.!
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METRADOS JUNIO 2014
DO/ NIVELACION Y COMPAC.
D$=. P&& 3"5 A#& P#&:> 3"25
20.00 '.2,
20.00 ,'.!(
20.00 +!.11
20.00 ,2.(1
20.00 10(.+1
20.00 ,+.1!
20.00 +2.1(
20.00 +(.!1
10.00 4,.01
10.00 4.'(
10.00 !!.24
10.00 !,.41
20.00 10,.(2
20.00 +(.01
20.00 +(.++
20.00 10'.24
20.00 104.,0
20.00 104.4,
20.00 104.24
20.00 104.!+
20.00 ,,.21
20.00 100.2+
20.00 ,(.12
4062.42
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METRADOS JUNIO 2014
DO/ NIVELACION Y COMPAC.
D$=. P&& 3"5 A#& P#&:> 3"25
10.00 4!.0!
10.00 !(.1(
10.00 1,.+10.00 1!.+'
10.00 !,.4
10.00 (4.'(
20.00 11+.0,
20.00 +.(,
20.00 '2.4'
20.00 12.2+
20.00 -
20.00 -
20.00 -20.00 -
20.00 -
20.00 -
20.00 -
10.00 -
10.00 -
10.00 -
10.00 -
20.00 -
20.00 -20.00 -
20.00 -
20.00 1.((
20.00 ,.1'
20.00 '(.,
20.00 101.,2
20.00 4.4'
20.00 11.'
20.00 -
20.00 20.420.00 ,+.!2
20.00 110.''
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METRADOS JUNIO 2014
DO/ NIVELACION Y COMPAC.
D$=. P&& 3"5 A#& P#&:> 3"25
20.00 10'.40
20.00 102.+4
20.00 2'.'+
20.00 2(.40
20.00 0.1,
20.00 (.,
20.00 101.40
20.00 0.,4
20.00 (2.02
10.00 4,.,'10.00 '.(0
10.00 '4.+2
10.00 4,.,
10.00 '!.1(
10.00 !'.4,
10.00 12.1
10.00 1(.4
10.00 !(.24
10.00 '2.!,
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10.00 !+.'0
10.00 2+.++
20.00 ((.4+
10.00 4+.+1
10.00 '!.42
10.00 '!.2(
10.00 4,.4+
2503.#
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METRADOS JUNIO 2014
DO/ NIVELACION Y COMPAC.
D$=. P&& 3"5 A#& P#&:> 3"25
10.00 4,.
10.00 '1.4
20.00 102.0020.00 104.22
20.00 +(.!
10.00 4+.'(
10.00 '+.1!
20.00 !.10
10.00 41.,+
10.00 (2.4
20.00 114.02
10.00 '4.1+
10.00 ''.2!10.00 42.,1
10.00 42.4,
20.00 10.44
20.00 (4.10
10.00 1+.'!
10.00 !2.,0
20.00 ,1.'+
20.00 ,+.,!
10.00 4,.'
10.00 !!.4!10.00 !'.01
10.00 '!.40
20.00 +4.2
20.00 ++.!1
20.00 10+.1
10.00 '+.+1
10.00 ',.'2
20.00 100.,
20.00 ,,.,+
10.00 !4.110.00 !'.+(
10.00 ''.'0
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METRADOS JUNIO 2014
DO/ NIVELACION Y COMPAC.
D$=. P&& 3"5 A#& P#&:> 3"25
10.00 '4.!,
20.00 ,.',20.00 (4.00
20.00 ('.,'
20.00 101.'!
20.00 +2.21
10.00 2+.04
10.00 2!.2'
10.00 2'.!
10.00 2,.4+
20.00 2.0,
20.00 +2.11
20.00 !'.0
20.00 '!.4!
20.00 1.2,
10.00 !4.+'
10.00 40.4,
20.00 +0.41
20.00 102.,1
20.00 104.1!
10.00 '!.4,
10.00 !0.,
20.00 '!.+(
20.00 (4.'!
20.00 (.4
20.00 !.2
10.00 !+.+
10.00 '4.''
20.00 ,!.1
20.00 (2.'
20.00 44.2,
415.3
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METRADOS JUNIO 2014
DO/ NIVELACION Y COMPAC.
D$=. P&& 3"5 A#& P#&:> 3"25
20.00 !'.'
20.00 ((.,
20.00 101.',20.00 101.0
20.00 100.+4
20.00 100.!+
20.00 ,+.'+
20.00 ,(.41
20.00 ,+.!,
20.00 101.2'
20.00 ,,.,!
20.00 100.10
20.00 +2.,20.00 '!.+!
20.00 (1.'!
20.00 '+.,
20.00 ,.(+
20.00 -
20.00 -
20.00 12.(1
20.00 (+.+(
20.00 0.44
20.00 4.(,20.00 1.44
20.00 !.!2
20.00 4.+(
20.00 10!.
20.00 (0.1,
20.00 (1.'0
20.00 104.2+
20.00 '.(!
20.00 1.11
20.00 ,+.+20.00 104.2!
20.00 10!.1(
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METRADOS JUNIO 2014
DO/ NIVELACION Y COMPAC.
D$=. P&& 3"5 A#& P#&:> 3"25
20.00 (,.'+
20.00 !2.44
26#1.4
3#6.0
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METRADOS JUNIO 2014
METRADOS
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMINO VECINALBARRIO NUEVO - CERRO BLANCO
UBICACIÓN : ICA - ICA - OCUCAJEPROPIETARIO : PROVIAS DESCENTRALIZADO
FECHA : SETIEMBRE 2014
03 PAVIMENTO03.01 PERFILADO Y COMPACTADO DE !ONAS EN CORTE '2 3#/6.0
DESCRIPCION AREA ,'2-
TOTAL 3#/6.0
03.02 AFIRMADO TIPO II '3 14/552.46
VOLUMEN DE AFIRMADO PARA EL ANCHO DE LA PLATAFORMA
PRO"RESIVALON"ITUD ,'- VOLUMEN ,'3-
INICIO FINAL A B
00000 01000 1*000.00 I 4.00 0.!0 1*!!'.00
01000 02000 1*000.00 I 4.00 0.!0 1*!!'.00
02000 0!000 1*000.00 I 4.00 0.!0 1*!!'.00
0!000 04000 1*000.00 I 4.00 0.!0 1*!!'.00
04000 0'000 1*000.00 I 4.00 0.!0 1*!!'.00
0'000 0(000 1*000.00 I 4.00 0.!0 1*!!'.00
0(000 0000 1*000.00 I 4.00 0.!0 1*!!'.00
0000 0+000 1*000.00 I 4.00 0.!0 1*!!'.00
0+000 0,000 1*000.00 I 4.00 0.!0 1*!!'.000,000 10000 1*000.00 I 4.00 0.!0 1*!!'.00
10000 1040 40.00 I 4.00 0.!0 ,+.,0
PARCIAL 1 14/33#.0
VOLUMEN DE AFIRMADO EN PLA!OLETAS DE CRUCE
PRO"RESIVA DIMENSIONESVOLUMEN ,'3-
INICIO MEDIO FINAL ANCHO ,'- ESPESOR ,'- CANTIDAD
00410 00420 004!0 2.00 0.!0 1.00 1(.00 ,.(0
022!0 02240 022'0 2.00 0.!0 1.00 1(.00 ,.(0
0210 0220 02!0 2.00 0.!0 1.00 1(.00 ,.(0
0!1,0 0!200 0!210 2.00 0.!0 1.00 1(.00 ,.(0
0!(,0 0!00 0!10 2.00 0.!0 1.00 1(.00 ,.(0
04',0 04(00 04(10 2.00 0.!0 1.00 1(.00 ,.(0
0(110 0(120 0(1!0 2.00 0.!0 1.00 1(.00 ,.(0
0!,0 0400 0410 2.00 0.!0 1.00 1(.00 ,.(0
0+0,0 0+100 0+110 2.00 0.!0 1.00 1(.00 ,.(0
0,'0 0,(0 0,0 2.00 0.!0 1.00 1(.00 ,.(0
PARCIAL 2 6.00
SECCIONTIPICA
DIMENSIONES ,'-
LON"ITUDPROMEDIO ,'-
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
05.0# TRANSPORTE DE MATERIAL ECEDENTE ENTRE CIENTO VEINTE METROS ,120 '- Y MIL ME
05.0 TRANSPORTE DE MATERIAL ECEDENTE PARA DISTANCIAS MAYORES A MIL METROS ,100
ESTACA
BOTADERO
CODI"O C.". ,7'-
00000.00 0.00 B-1 0.00 !.00
00020.00 0.00 B-1 0.00 !.00
00040.00 0.00 B-1 0.00 !.00
000(0.00 0.00 B-1 0.00 !.00
000+0.00 0.00 B-1 0.00 !.00
00100.00 0.00 B-1 0.00 !.00
00120.00 4.2 B-1 0.00 !.00
00140.00 .14 B-1 0.00 !.00
001(0.00 .4 B-1 0.00 !.00
001+0.00 '.0 B-1 0.00 !.00
00200.00 .!1 B-1 0.00 !.00
00220.00 '.+ B-1 0.00 !.00
00240.00 2.+1 B-1 0.00 !.00
002(0.00 !.4, B-1 0.00 !.00
002+0.00 !.4, B-1 0.00 !.00
00!00.00 !.2! B-1 0.00 !.00
00!20.00 4.1 B-1 0.00 !.00
00!40.00 '.44 B-1 0.00 !.00
00!(0.00 (.2, B-1 0.00 !.00
00!0.00 !.4 B-1 0.00 !.00
00!+0.00 !.44 B-1 0.00 !.00
00!,0.00 2.'1 B-1 0.00 !.00
00400.00 1.+! B-1 0.00 !.00
00410.00 1.2 B-1 0.00 !.00
00420.00 0.00 B-1 0.00 !.00
004!0.00 0.00 B-1 0.00 !.00
00440.00 0.00 B-1 0.00 !.00
004(0.00 0.00 B-1 0.00 !.00
004+0.00 0.00 B-1 0.00 !.00
00'00.00 2.+, B-1 0.00 !.00
00'20.00 2.(+ B-1 0.00 !.00
00'40.00 !.2 B-1 0.00 !.00
00'(0.00 !.1' B-1 0.00 !.00
00'+0.00 0.00 B-1 0.00 !.00
00(00.00 0.(4 B-1 0.00 !.00
00(10.00 2.+, B-1 0.00 !.00
00(20.00 !.'! B-1 0.00 !.00
00(!0.00 !.' B-1 0.00 !.00
00(40.00 4.!+ B-1 0.00 !.00
00('0.00 !.0 B-1 0.00 !.00
ECEDENTE ,'3- ACCESO,7'-
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METRADOS JUNIO 2014
00((0.00 1.4 B-1 0.00 !.00
00(0.00 0.4 B-1 0.00 !.00
00(+0.00 1.04 B-1 0.00 !.00
00(,0.00 2.1! B-1 0.00 !.00
0000.00 !.4 B-1 0.00 !.00
0020.00 4.42 B-1 0.00 !.00
0040.00 0.00 B-1 0.00 !.00
00(0.00 0.00 B-1 0.00 !.00
00+0.00 0.00 B-1 0.00 !.00
00+00.00 0.00 B-1 0.00 !.00
00+20.00 0.00 B-1 0.00 !.00
00+40.00 0.00 B-1 0.00 !.00
00+(0.00 0.00 B-1 0.00 !.00
00++0.00 0.00 B-1 0.00 !.00
00,00.00 0.00 B-1 0.00 !.00
00,20.00 0.00 B-1 0.00 !.00
00,40.00 0.00 B-1 0.00 !.00
00,(0.00 0.00 B-1 0.00 !.00
00,+0.00 0.00 B-1 0.00 !.00
01000.00 2.00 B-1 0.00 !.00
01020.00 '.10 B-1 0.00 !.00
01040.00 !.44 B-1 0.00 !.00
010(0.00 0.00 B-1 0.00 !.00
010+0.00 0.00 B-1 0.00 !.00
01100.00 1.0 B-1 0.00 !.00
01120.00 0.00 B-1 0.00 !.00
01140.00 0.,4 B-1 0.00 !.00
011(0.00 0.(+ B-1 0.00 !.00
011+0.00 0.0, B-1 0.00 !.00
01200.00 4.+, B-1 0.00 !.00
01220.00 ,.01 B-1 0.00 !.00
01240.00 12.,2 B-1 0.00 !.00
012(0.00 11.(' B-1 0.00 !.00
012+0.00 (.2, B-1 0.00 !.00
01!00.00 '.,' B-1 0.00 !.00
01!20.00 4.0+B-1 0.00 !.00
01!40.00 ,.22 B-1 0.00 !.00
01!(0.00 4.21 B-1 0.00 !.00
01!+0.00 0.00 B-1 0.00 !.00
01400.00 0.00 B-1 0.00 !.00
01420.00 0.00 B-1 0.00 !.00
01440.00 0.00 B-1 0.00 !.00
014(0.00 0.00 B-1 0.00 !.00
014+0.00 0.00 B-1 0.00 !.00
01'00.00 0.00 B-1 0.00 !.00
01'20.00 0.00 B-1 0.00 !.0001'40.00 0.00 B-1 0.00 !.00
01'(0.00 0.00 B-1 0.00 !.00
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METRADOS JUNIO 2014
01'+0.00 0.00 B-1 0.00 !.00
01(00.00 0.00 B-1 0.00 !.00
01(20.00 0.00 B-1 0.00 !.00
01(40.00 0.00 B-1 0.00 !.00
01((0.00 0.00 B-1 0.00 !.00
01(+0.00 0.00 B-1 0.00 !.00
0100.00 0.00 B-1 0.00 !.00
0120.00 10.1( B-1 0.00 !.00
01!0.00 !.2 B-1 0.00 !.00
0140.00 2.1! B-1 0.00 !.00
01(0.00 10.12 B-1 0.00 !.00
01+0.00 ,.(, B-1 0.00 !.00
01+00.00 (.+, B-1 0.00 !.00
01+20.00 '.+ B-1 0.00 !.00
01+!0.00 !.0( B-1 0.00 !.00
01+40.00 2.,+ B-1 0.00 !.00
01+'0.00 0.!+ B-1 0.00 !.00
01+(0.00 0.00 B-1 0.00 !.00
01++0.00 0.00 B-1 0.00 !.00
01,00.00 1.+! B-1 0.00 !.00
01,20.00 1'.(4 B-1 0.00 !.00
01,40.00 11.0' B-1 0.00 !.00
01,(0.00 .14 B-1 0.00 !.00
01,+0.00 .!1 B-1 0.00 !.00
02000.00 .,, B-1 0.00 !.00
02020.00 ,.!' B-1 0.00 !.00
02040.00 .,1 B-1 0.00 !.00
020(0.00 4.+' B-1 0.00 !.00
020+0.00 4.'1 B-1 0.00 !.00
02100.00 (.2, B-1 0.00 !.00
02120.00 '.+ B-1 0.00 !.00
02140.00 !.!2 B-1 0.00 !.00
021(0.00 !.2! B-1 0.00 !.00
021+0.00 +.'0 B-1 0.00 !.00
02200.00 .4 B-1 0.00 !.00
02220.00 4.!4B-1 0.00 !.00
02240.00 '.,, B-1 0.00 !.00
022(0.00 10.+0 B-1 0.00 !.00
0220.00 (., B-1 0.00 !.00
022+0.00 !.(( B-1 0.00 !.00
02!00.00 !.+! B-1 0.00 !.00
02!20.00 !.4, B-1 0.00 !.00
02!40.00 2.+, B-1 0.00 !.00
02!(0.00 0.00 B-1 0.00 !.00
02!+0.00 0.00 B-1 0.00 !.00
02400.00 0.00 B-1 0.00 !.0002410.00 0.00 B-1 0.00 !.00
02420.00 0.00 B-1 0.00 !.00
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METRADOS JUNIO 2014
024!0.00 0.00 B-1 0.00 !.00
02440.00 0.00 B-1 0.00 !.00
024'0.00 0.00 B-1 0.00 !.00
024(0.00 0.0, B-1 0.00 !.00
0240.00 0.00 B-1 0.00 !.00
024+0.00 0.00 B-1 0.00 !.00
024,0.00 1.2+ B-1 0.00 !.00
02'00.00 !.4, B-1 0.00 !.00
02'20.00 (.21 B-1 0.00 !.00
02'40.00 4.( B-1 0.00 !.00
02'(0.00 +.', B-1 0.00 !.00
02'0.00 !.(( B-1 0.00 !.00
02'+0.00 !.'! B-1 0.00 !.00
02',0.00 !.40 B-1 0.00 !.00
02(00.00 0.00 B-1 0.00 !.00
02(10.00 0.00 B-1 0.00 !.00
02(20.00 0.00 B-1 0.00 !.00
02(!0.00 1.'! B-1 0.00 !.00
02(40.00 (.!! B-1 0.00 !.00
02('0.00 !.(1 B-1 0.00 !.00
02((0.00 0.,+ B-1 0.00 !.00
02(+0.00 (.0+ B-1 0.00 !.00
0200.00 10.! B-1 0.00 !.00
0220.00 +.20 B-1 0.00 !.00
0240.00 !.1' B-1 0.00 !.00
02(0.00 2.!0 B-1 0.00 !.00
02+0.00 !.' B-1 0.00 !.00
02+00.00 4.1 B-1 0.00 !.00
02+20.00 1., B-1 0.00 !.00
02+40.00 0.00 B-1 0.00 !.00
02+'0.00 0.!+ B-1 0.00 !.00
02+(0.00 !.+ B-1 0.00 !.00
02+0.00 +.10 B-1 0.00 !.00
02++0.00 +.2 B-1 0.00 !.00
02+,0.00 !.!2 B-1 0.00 !.00
02,00.00 !.1'B-1 0.00 !.00
02,20.00 11.!1 B-1 0.00 !.00
02,40.00 1'.,+ B-1 0.00 !.00
02,'0.00 .44 B-1 0.00 !.00
02,(0.00 '.44 B-1 0.00 !.00
02,0.00 '.(1 B-1 0.00 !.00
02,+0.00 4.4( B-1 0.00 !.00
02,,0.00 2.!4 B-1 0.00 !.00
0!000.00 !.2 B-1 0.00 !.00
0!020.00 !.4 B-1 0.00 !.00
0!040.00 !.+! B-1 0.00 !.000!0(0.00 2.+1 B-1 0.00 !.00
0!0+0.00 '.!( B-1 0.00 !.00
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METRADOS JUNIO 2014
0!100.00 14.11 B-1 0.00 !.00
0!120.00 1,.1 B-1 0.00 !.00
0!140.00 .+( B-1 0.00 !.00
0!1(0.00 0.00 B-1 0.00 !.00
0!1+0.00 0.00 B-1 0.00 !.00
0!200.00 0.00 B-1 0.00 !.00
0!210.00 0.00 B-1 0.00 !.00
0!220.00 0.00 B-1 0.00 !.00
0!2!0.00 0.00 B-1 0.00 !.00
0!240.00 0.00 B-1 0.00 !.00
0!2(0.00 0.00 B-1 0.00 !.00
0!2+0.00 0.00 B-1 0.00 !.00
0!!00.00 0.00 B-1 0.00 !.00
0!!20.00 0.00 B-1 0.00 !.00
0!!40.00 0.00 B-1 0.00 !.00
0!!(0.00 0.00 B-1 0.00 !.00
0!!0.00 0.00 B-1 0.00 !.00
0!!+0.00 0.00 B-1 0.00 !.00
0!!,0.00 0.00 B-1 0.00 !.00
0!400.00 0.00 B-1 0.00 !.00
0!410.00 0.00 B-1 0.00 !.00
0!420.00 0.00 B-1 0.00 !.00
0!4!0.00 0.00 B-1 0.00 !.00
0!440.00 0.00 B-1 0.00 !.00
0!4(0.00 0.00 B-1 0.00 !.00
0!4+0.00 0.00 B-1 0.00 !.00
0!'00.00 0.00 B-1 0.00 !.00
0!'10.00 0.21 B-1 0.00 !.00
0!'20.00 4.4( B-1 0.00 !.00
0!'!0.00 1.0 B-1 0.00 !.00
0!'40.00 0.00 B-1 0.00 !.00
0!''0.00 0.00 B-1 0.00 !.00
0!'(0.00 0.00 B-1 0.00 !.00
0!'0.00 0.00 B-1 0.00 !.00
0!'+0.00 0.+' B-1 0.00 !.00
0!(00.00 !.44B-1 0.00 !.00
0!(20.00 '.40 B-1 0.00 !.00
0!(!0.00 0.00 B-1 0.00 !.00
0!(40.00 0.00 B-1 0.00 !.00
0!('0.00 0.00 B-1 0.00 !.00
0!((0.00 0.00 B-1 0.00 !.00
0!(+0.00 0.00 B-1 0.00 !.00
0!00.00 0.00 B-1 0.00 !.00
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METRADOS JUNIO 2014
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ALCANTARILLAS
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
ROS ,1000 '- '37 1.13
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DISTANCIA DE TRANSPORTE
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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METRADOS JUNIO 2014
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10.24 1.12 0.00 0.00 0.00
10.2( 1+.12 0.00 0.00 0.00
10.2+ 1,.12 0.00 0.00 0.00
10.!0 1+0.12 0.00 0.00 0.00
10.!2 1+1.12 0.00 0.00 0.00
10.!4 1+2.12 0.00 0.00 0.00
10.!( 1+!.12 0.00 0.00 0.00
10.!+ 1+4.12 0.00 0.00 0.00
10.!, 1+'.12 0.00 0.00 0.00
10.40 1+(.12 0.00 0.00 0.00
10.41 1+.12 0.00 0.00 0.00
10.42 1++.12 0.00 0.00 0.00
10.4! 1+,.12 0.00 0.00 0.00
10.44 1,0.12 0.00 0.00 0.00
10.4' 1,1.12 0.00 0.00 0.00
10.4( 1,2.12 0.00 0.00 0.00
10.4+ 1,!.12 0.00 0.00 0.00
10.4, 1,4.12 0.00 0.00 0.00
10.'0 1,'.12 0.00 0.00 0.00
10.'2 1,(.12 0.00 0.00 0.00
10.'4 1,.12 0.00 0.00 0.00
10.'( 1,+.12 0.00 0.00 0.00
10.' 1,,.12 0.00 0.00 0.00
10.'+ 200.12 0.00 0.00 0.00
10.(0 201.12 0.00 0.00 0.00
10.(2 202.12 0.00 0.00 0.00
10.(4 20!.12 0.00 0.00 0.00
10.(( 204.12 0.00 0.00 0.00
10.(+ 20'.12 0.00 0.00 0.00
10.0 20(.12 0.00 0.00 0.00
10.2 20.12 0.00 0.00 0.00
10.4 20+.12 0.00 0.00 0.00
10.' 20,.12 0.00 0.00 0.00
10.( 210.12 0.00 0.00 0.00
10. 211.12 0.000.00 0.00
10.+ 212.12 0.00 0.00 0.00
10.+0 21!.12 0.00 0.00 0.00
10.+2 214.12 0.00 0.00 0.00
10.+4 21'.12 0.00 0.00 0.00
10.+( 21(.12 0.00 0.00 0.00
10.++ 21.12 0.00 0.00 0.00
10.,0 21+.12 0.00 0.00 0.00
10.,2 21,.12 0.00 0.00 0.00
10.,4 220.12 0.00 0.00 0.00
10.,( 221.12 0.00 0.00 0.0010.,+ 222.12 0.00 0.00 0.00
11.00 22!.12 0.00 0.00 0.00
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METRADOS JUNIO 2014
11.01 224.12 0.00 0.00 0.00
11.02 22'.12 0.00 0.00 0.00
11.0! 22(.12 0.00 0.00 0.00
11.04 22.12 0.00 0.00 0.00
11.0' 22+.12 0.00 0.00 0.00
11.0( 22,.12 0.00 0.00 0.00
11.0+ 2!0.12 0.00 0.00 0.00
11.10 2!1.12 0.00 0.00 0.00
11.12 2!2.12 0.00 0.00 0.00
11.14 2!!.12 0.00 0.00 0.00
11.1( 2!4.12 0.00 0.00 0.00
11.1+ 2!'.12 0.00 0.00 0.00
11.20 2!(.12 0.00 0.00 0.00
11.22 2!.12 0.00 0.00 0.00
11.24 2!+.12 0.00 0.00 0.00
11.2( 2!,.12 0.00 0.00 0.00
11.2+ 240.12 0.00 0.00 0.00
11.2, 241.12 0.00 0.00 0.00
11.!0 242.12 0.00 0.00 0.00
11.!1 24!.12 0.00 0.00 0.00
11.!2 244.12 0.00 0.00 0.00
11.!4 24'.12 0.00 0.00 0.00
11.!( 24(.12 0.00 0.00 0.00
11.!+ 24.12 0.00 0.00 0.00
11.40 24+.12 0.00 0.00 0.00
11.42 24,.12 0.00 0.00 0.00
11.44 2'0.12 0.00 0.00 0.00
11.4( 2'1.12 0.00 0.00 0.00
11.4+ 2'2.12 0.00 0.00 0.00
11.'0 2'!.12 0.00 0.00 0.00
11.'2 2'4.12 0.00 0.00 0.00
11.'4 2''.12 0.00 0.00 0.00
11.'( 2'(.12 0.00 0.00 0.00
11.'+ 2'.12 0.00 0.00 0.00
11.(0 2'+.12 0.00 0.00 0.00
11.(2 2',.12 0.000.00 0.00
11.(4 2(0.12 0.00 0.00 0.00
11.(( 2(1.12 0.00 0.00 0.00
11.(+ 2(2.12 0.00 0.00 0.00
11.0 2(!.12 0.00 0.00 0.00
11.2 2(4.12 0.00 0.00 0.00
11.4 2('.12 0.00 0.00 0.00
11.( 2((.12 0.00 0.00 0.00
11.+ 2(.12 0.00 0.00 0.00
11., 2(+.12 0.00 0.00 0.00
11.+0 2(,.12 0.00 0.00 0.0011.+1 20.12 0.00 0.00 0.00
11.+2 21.12 0.00 0.00 0.00
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METRADOS JUNIO 2014
11.+! 22.12 0.00 0.00 0.00
11.+4 2!.12 0.00 0.00 0.00
11.+' 24.12 0.00 0.00 0.00
11.+( 2'.12 0.00 0.00 0.00
11.+ 2(.12 0.00 0.00 0.00
11.++ 2.12 0.00 0.00 0.00
11.,0 2+.12 0.00 0.00 0.00
11.,2 2,.12 0.00 0.00 0.00
11.,! 2+0.12 0.00 0.00 0.00
11.,4 2+1.12 0.00 0.00 0.00
11.,( 2+2.12 0.00 0.00 0.00
11., 2+!.12 0.00 0.00 0.00
11.,+ 2+4.12 0.00 0.00 0.00
11.,, 2+'.12 0.00 0.00 0.00
12.00 2+(.12 0.00 0.00 0.00
12.01 2+.12 0.00 0.00 0.00
12.02 2++.12 0.00 0.00 0.00
12.04 2+,.12 0.00 0.00 0.00
12.0( 2,0.12 0.00 0.00 0.00
12.0+ 2,1.12 0.00 0.00 0.00
12.0, 2,2.12 0.00 0.00 0.00
12.10 2,!.12 0.00 0.00 0.00
12.12 2,4.12 0.00 0.00 0.00
12.1! 2,'.12 0.00 0.00 0.00
12.14 2,(.12 0.00 0.00 0.00
12.1( 2,.12 0.00 0.00 0.00
12.1 2,+.12 0.00 0.00 0.00
12.1+ 2,,.12 0.00 0.00 0.00
12.1, !00.12 0.00 0.00 0.00
12.20 !01.12 0.00 0.00 0.00
12.22 !02.12 0.00 0.00 0.00
12.24 !0!.12 0.00 0.00 0.00
12.2' !04.12 0.00 0.00 0.00
12.2( !0'.12 0.00 0.00 0.00
12.2+ !0(.12 0.00 0.00 0.00
12.!0 !0.12 0.000.00 0.00
12.!1 !0+.12 0.00 0.00 0.00
12.!2 !0,.12 0.00 0.00 0.00
12.!! !10.12 0.00 0.00 0.00
12.!4 !11.12 0.00 0.00 0.00
12.!( !12.12 0.00 0.00 0.00
12.!+ !1!.12 0.00 0.00 0.00
12.40 !14.12 0.00 0.00 0.00
12.41 !1'.12 0.00 0.00 0.00
12.42 !1(.12 0.00 0.00 0.00
12.44 !1.12 0.00 0.00 0.0012.4( !1+.12 0.00 0.00 0.00
12.4 !1,.12 0.00 0.00 0.00
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METRADOS JUNIO 2014
12.4+ !20.12 0.00 0.00 0.00
12.4, !21.12 0.00 0.00 0.00
12.'0 !22.12 0.00 0.00 0.00
12.'2 !2!.12 0.00 0.00 0.00
12.'4 !24.12 0.00 0.00 0.00
12.'( !2'.12 0.00 0.00 0.00
12.'+ !2(.12 0.00 0.00 0.00
12.(0 !2.12 0.00 0.00 0.00
12.(1 !2+.12 0.00 0.00 0.00
12.(2 !2,.12 0.00 0.00 0.00
12.(! !!0.12 0.00 0.00 0.00
12.(4 !!1.12 0.00 0.00 0.00
12.(( !!2.12 0.00 0.00 0.00
12.(+ !!!.12 0.00 0.00 0.00
12.0 !!4.12 0.00 0.00 0.00
12.2 !!'.12 0.00 0.00 0.00
12.4 !!(.12 0.00 0.00 0.00
12.' !!.12 0.00 0.00 0.00
12.( !!+.12 0.00 0.00 0.00
12.+ !!,.12 0.00 0.00 0.00
12.+0 !40.12 0.00 0.00 0.00
12.+2 !41.12 0.00 0.00 0.00
12.+! !42.12 0.00 0.00 0.00
12.+4 !4!.12 0.00 0.00 0.00
12.+( !44.12 0.00 0.00 0.00
12.++ !4'.12 0.00 0.00 0.00
12.,0 !4(.12 0.00 0.00 0.00
12.,2 !4.12 0.00 0.00 0.00
12.,! !4+.12 0.00 0.00 0.00
12.,4 !4,.12 0.00 0.00 0.00
12.,( !'0.12 0.00 0.00 0.00
12.,+ !'1.12 0.00 0.00 0.00
1!.00 !'2.12 0.00 0.00 0.00
1!.02 !'!.12 0.00 0.00 0.00
1!.04 !'4.12 0.00 0.00 0.00
1!.0( !''.12 0.000.00 0.00
1!.0+ !'(.12 0.00 0.00 0.00
1!.10 !'.12 0.00 0.00 0.00
1!.12 !'+.12 0.00 0.00 0.00
1!.14 !',.12 0.00 0.00 0.00
1!.1( !(0.12 0.00 0.00 0.00
1!.1+ !(1.12 0.00 0.00 0.00
1!.20 !(2.12 0.00 0.00 0.00
1!.22 !(!.12 0.00 0.00 0.00
1!.24 !(4.12 0.00 0.00 0.00
1!.2( !('.12 0.00 0.00 0.001!.2+ !((.12 0.00 0.00 0.00
1!.!0 !(.12 0.00 0.00 0.00
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METRADOS JUNIO 2014
1!.!2 !(+.12 0.00 0.00 0.00
1!.!4 !(,.12 0.00 0.00 0.00
1!.!( !0.12 0.00 0.00 0.00
1!.!+ !1.12 0.00 0.00 0.00
1!.40 !2.12 0.00 0.00 0.00
1!.42 !!.12 0.00 0.00 0.00
1!.44 !4.12 0.00 0.00 0.00
1!.4( !'.12 0.00 0.00 0.00
1!.4+ !(.12 0.00 0.00 0.00
1!.'0 !.12 0.00 0.00 0.00
1!.'2 !+.12 0.00 0.00 0.00
1!.'4 !,.12 0.00 0.00 0.00
1!.'( !+0.12 0.00 0.00 0.00
1!.'+ !+1.12 0.00 0.00 0.00
1!.(0 !+2.12 0.00 0.00 0.00
1!.(2 !+!.12 0.00 0.00 0.00
1!.(4 !+4.12 0.00 0.00 0.00
1!.(( !+'.12 0.00 0.00 0.00
1!.(+ !+(.12 0.00 0.00 0.00
1!.0 !+.12 0.00 0.00 0.00
1!.2 !++.12 0.00 0.00 0.00
1!.4 !+,.12 0.00 0.00 0.00
##.6 3/200.04
DISTANCIA DE TRANSPORTE
TOTAL ,7'- LIBRE ,7'- D81 7' D91 7'
4.(+ 0.12 4.'( .(2 2.12
4.,! 0.12 4.+1 14.+ '(.((
(.'( 0.12 (.44 +.,1 4+.'2
31.40 132.31
DISTANCIA DE TRANSPORTE
TOTAL ,7'- LIBRE ,7'- D81 7' D91 7'
!.++ 0.12 !.( 1'.,0 4!.,!
4.14 0.12 4.02 (!.22 1,1.2!
4.! 0.12 4.(1 2.' ,.,1
.!0 0.12 .1+ 11.0 (+.!
10.( 0.12 10.(4 !., !+.22
11.0! 0.12 10.,1 2.02 1,.,+
12.(4 0.12 12.'2 '.!' (1.'
12., 0.12 12.+' 1.2, 1'.!1
VALORI!ADA,7'-
VALORI!ADA,7'-
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METRADOS JUNIO 2014
1!.2( 0.12 1!.14 2.!2 2+.14
10#.# 4#6.65
V;<'(= >( '+(?@+; + (;@'@=+? + &+>(?) 3/126.41 '3
T?+=)?( '(=? >( 1 ' 1.13 '37'
T?+=)?( '+? >( 1 ' 3/0.00 '37'
D@)+=@+ '(>@+ 1.51 7'
7/23/2019 Metrados carretera
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METRADOS
06.03 SEALES INFORMATIVAS
CODI"O DESCRIPCION LETRAS UBICACIÓ
I-1+ LOCALIZACION
EL TAMBO SERIE E 00(00.0SERIE E 00,00.0
CERRO BLANCO SERIE E 0!,00.0
SERIE E 04!00.0
CHACALTANA SERIE E 0(000.0
SERIE E 0(400.0
TRES ESQUINAS SERIE E 0100.0
SERIE E 0(00.0
SAN FELIPE SERIE E 0,(00.0
SERIE E 10000.0
TOTAL
06.04 ESTRUCTURA DE SOPORTE PARA SEALES INFORMATIVAS
DESCRIPCION
EL TAMBO
CERRO BLANCO
CHACALTANA
TRES ESQUINAS
SAN FELIPE
TOTAL
06.05 CIMENTACION DE ESTRUCTURAS DE SOPORTE PARA SEALES INFORMATIVAS
DESCRIPCION
EL TAMBO
CERRO BLANCO
CHACALTANA
TRES ESQUINAS
SAN FELIPE
TOTAL
06.06 HITOS ILOMETRICOS
CODI"O DESCRIPCION UBICACIÓ
R-!0 POSTE ;ILOMETRICO
01000.0
02000.0
0!000.0
04000.0
0'000.0
0(000.0
0000.0
0+000.0
0,000.0
10000.0
1040.0
TOTAL
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METRADOS JUNIO 2014
METRADOS
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMINO VECINALBARRIO NUEVO - CERRO BLANCO
UBICACIÓN : ICA - ICA - OCUCAJEPROPIETARIO : PROVIAS DESCENTRALIZADO
FECHA : SETIEMBRE 2014
0# PROTECCION AMBIENTAL0#.01 PRO"RAMA DE SEALI!ACION AMBIENTAL
0.01.01 SE6ALES MAYORES
0.01.02 SE6ALES MENORES
0#.02 PRO"RAMA DE MONITOREO AMBIENTAL
0.02.01 MONITOREO DEL AIRE
0.02.02 MONITOREO DE AUA
0.02.0! MONITOREO DE RUIDO
0#.03 PRO"RAMA DE ABANDONO DE OBRA
0.0!.01 READECUACION AMBIENTAL DE CAMPAMENTO Y PATIO DE MAQUINAS
UBICACIÓN CANTIDAD LON"ITUD ,'- ANCHO ,'-
1.00 (.00 !2.00
TOTAL
0.0!.02 REVEETACION DEL DME
UBICACIÓN CANTIDAD LON"ITUD ,'- ANCHO ,'-
1.00 120.'0 !.00
TOTAL
0.0!.0! CONFORMACION DE MATERIAL E)CEDENTE Y NIVELACI@N DEL DME NG 01
EL CALCULO DEL METRADO DE ESTA PARTIDA SE ENCUENTRA EN 0'.00.00 TRANSPORTE
CAMPAMENTO Y PATIO DE MAQUINAS NG01
DEPOSITO DE MATERIAL E)CEDENTE NG01
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METRADOS JUNIO 2014
<=> 2.00
<=> 4.00
6.00
1.00
2.00
'2 2/144.00
AREA ,'2-
2144.00 2144.00
2/144.00
'2 4/45.50
AREA ,'2-
4*4'+.'0 4*4'+.'0
4/45.50
'3 3/126.41
AREA TOTAL
,'2-
AREA TOTAL,'2-
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METRADOS
PROYECTO : ELABORACION DEL ESTUDIO DEFINITIVO PARA LA REHABILITACION DEL CAMINO VECINALBARRIO NUEVO - CERRO BLANCO
UBICACIÓN : ICA - ICA - OCUCAJEPROPIETARIO : PROVIAS DESCENTRALIZADO
FECHA : SETIEMBRE 2014
CALCULO DE LA DISTANCIA MEDIA PARA EL TRANSPORTE DE A"UA
00000.00 2.2' FUENTE DE A"UA N 01
TRANSPORTE DE A"UA EN TRAMO RECTO
INICIO ,7'- FINAL ,7'- UBICACIÓN DE F.A. ACCESO ,7'- DISTANCIA ,7'-
00000.00 01000.00 00000.00 2.2' 0.12 2.(! 1*!!'.00 !*'11.0'
01000.00 02000.00 00000.00 2.2' 0.12 !.(! 1*!!'.00 4*+4(.0'
02000.00 0!000.00 00000.00 2.2' 0.12 4.(! 1*!!'.00 (*1+1.0'
0!000.00 04000.00 00000.00 2.2' 0.12 '.(! 1*!!'.00 *'1(.0'
04000.00 0'000.00 00000.00 2.2' 0.12 (.(! 1*!!'.00 +*+'1.0'
0'000.00 0(000.00 00000.00 2.2' 0.12 .(! 1*!!'.00 10*1+(.0'
0(000.00 0000.00 00000.00 2.2' 0.12 +.(! 1*!!'.00 11*'21.0'
0000.00 0+000.00 00000.00 2.2' 0.12 ,.(! 1*!!'.00 12*+'(.0'
0+000.00 0,000.00 00000.00 2.2' 0.12 10.(! 1*!!'.00 14*1,1.0'
0,000.00 10000.00 00000.00 2.2' 0.12 11.(! 1*!!'.00 1'*'2(.0'
10000.00 1040.00 00000.00 2.2' 0.12 12.'0 ,+.,0 12*!4+.'
PARCIAL 01 14/33#.0 10#/534.25
TRANSPORTE DE A"UA A LAS PLA!OLETAS DE CRUCE
INICIO ,7'- FINAL ,7'- UBICACIÓN DE F.A. DISTANCIA ,7'-
00410.00 004!0.00 00000.00 2.2' 0.12 2.'' ,.(0 24.4+
022!0.00 022'0.00 00000.00 2.2' 0.12 4.! ,.(0 41.,'
0210.00 02!0.00 00000.00 2.2' 0.12 4.+' ,.(0 4(.'(
0!1,0.00 0!210.00 00000.00 2.2' 0.12 '.!! ,.(0 '1.1
0!(,0.00 0!10.00 00000.00 2.2' 0.12 '.+! ,.(0 ''.,
04',0.00 04(10.00 00000.00 2.2' 0.12 (.! ,.(0 (4.(1
0(110.00 0(1!0.00 00000.00 2.2' 0.12 +.2' ,.(0 ,.20
0!,0.00 0410.00 00000.00 2.2' 0.12 ,.'! ,.(0 ,1.4,
0+0,0.00 0+110.00 00000.00 2.2' 0.12 10.2! ,.(0 ,+.21
0,'0 00 0,0 00 00000 00 2 2' 0 12 11 +, , (0 114 14
PRO"RESIVA,7'-
ACCESO,7'-
D.L.P.120.00 ' ,7'-
VOLUMEN ,'3-MOMENTO ,'3
7'-
ACCESO,7'-
D.L.P.120.00 ' ,7'-
VOLUMEN ,'3-MOMENTO
,'37'-