6 metrado de pavimentacion toccto.xls
TRANSCRIPT
![Page 1: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/1.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
RESUMEN DE METRADOS - PAVIMENTOS
ITEM PARTIDAS UNIDAD
4 PAVIMENTOS
IMPRIMACIÓN ASFÁLTICA 112,189.00
CONCRETO ASFALTICO EN CALIENTE 8,299.09
CEMENTO ASFALTICO kg 1,364,369.98
ASFALTO DILUIDO TIPO MC-30 l 134,626.80
FILLER MINERAL kg 398,356.20
ADITIVO MEJORADOR DE ADHERENCIA kg 6,821.85
METRADOTOTAL
m2
m3
![Page 2: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/2.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
RESUMEN POR KILOMETRO DE PAVIMENTO ASFALTICO
UBICACIÓN401.A IMPRIMACION ASFALTICA 410.A CONCRETO ASFALTICO EN CALIENTE 420.D CEMENTO ASFALTICO 422.A ASFALTO DILUIDO TIPO MC-30 423.A FILLER MINERAL 424.A ADITIVO MEJORADOR DE ADHERENCIA
ACCESOS TOTAL ACCESOS TOTAL ACCESOS TOTAL ACCESOS TOTAL ACCESOS TOTAL ACCESOS TOTALINICIO FINAL
(km) (km) (kg) (kg) (kg) (l) (l) (l) (kg) (kg) (kg) (kg) (kg) (kg)
0+000 1+000 8,225.00 8,225.00 608.44 608.44 100,027.12 100,027.12 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
1+000 2+000 8,225.00 8,225.00 608.44 608.44 100,027.13 100,027.13 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
2+000 3+000 8,225.00 8,225.00 608.44 608.44 100,027.12 100,027.12 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
3+000 4+000 8,225.00 8,225.00 608.44 608.44 100,027.12 100,027.12 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
4+000 5+000 8,225.00 8,225.00 608.44 608.44 100,027.12 100,027.12 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
5+000 6+000 8,225.00 8,225.00 608.44 608.44 100,027.12 100,027.12 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
6+000 7+000 8,225.00 8,225.00 608.44 608.44 100,027.12 100,027.12 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
7+000 8+000 8,225.00 8,225.00 608.44 608.44 100,027.12 100,027.12 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
8+000 9+000 8,225.00 8,225.00 608.44 608.44 100,027.12 100,027.12 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
9+000 10+000 8,225.00 8,225.00 608.44 608.44 100,027.12 100,027.12 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
10+000 11+000 8,225.00 8,225.00 608.44 608.44 100,027.12 100,027.12 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
11+000 12+000 8,225.00 8,225.00 608.44 608.44 100,027.12 100,027.12 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
12+000 13+000 8,225.00 8,225.00 608.44 608.44 100,027.12 100,027.12 9,870.00 9,870.00 29,205.00 29,205.00 500.14 500.14
13+000 13+640 5,264.00 5,264.00 389.40 389.40 64,017.36 64,017.36 6,316.80 6,316.80 18,691.20 18,691.20 320.09 320.09
TOTAL 112,189.00 0.00 112,189.00 8,299.09 0.00 8,299.09 1,364,369.98 0.00 1,364,369.98 134,626.80 0.00 134,626.80 398,356.20 0.00 398,356.20 6,821.85 0.00 6,821.85
VIALPRINCIPAL
VIALPRINCIPAL
VIALPRINCIPAL
VIALPRINCIPAL
VIALPRINCIPAL
VIALPRINCIPAL
(m2) (m2) (m2) (m3) (m3) (m3)
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PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)0+000 0.50 - 7.00 - 0.50 8.00 8.23 8.00 0.075
0+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)
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PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)0+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
0+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
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PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)1+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
1+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
![Page 6: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/6.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)2+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
2+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
![Page 7: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/7.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)3+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
3+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
![Page 8: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/8.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)4+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
![Page 9: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/9.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)4+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
4+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
![Page 10: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/10.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)5+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
5+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
![Page 11: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/11.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)6+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
6+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
![Page 12: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/12.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)7+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
7+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
![Page 13: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/13.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)8+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
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PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)8+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
8+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
![Page 15: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/15.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)9+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
9+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
![Page 16: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/16.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)10+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
10+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
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PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)11+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
11+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
![Page 18: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/18.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)12+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+660 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+680 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+700 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+720 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+740 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+760 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+780 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
![Page 19: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/19.jpg)
PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)12+800 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+820 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+840 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+860 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+880 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+900 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+920 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+940 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+960 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
12+980 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+000 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+020 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+040 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+060 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+080 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+100 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+120 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+140 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+160 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+180 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+200 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+220 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+240 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+260 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+280 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+300 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+320 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+340 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+360 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+380 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+400 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+420 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+440 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+460 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+480 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+500 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+520 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+540 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+560 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+580 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
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PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
PLANILLA METRADOS PAVIMENTOS
PROGRESIVA DISTANCIA
SECCION TRANSVERSAL IMPRIMACION ASFALTICA CONCRETO ASFALTICO EN CALIENTE 401.A 410.A 402.D 422.A 423.A 424.A
TOTAL ANCHO ESPESOR
TOTAL 1.20 lt/m2
(km) (m) (m) (m) (m) (m) (m) (m) (m) (L) (m) (m) (kg) (L) (kg) (kg)
BERMAIZQ.
S/AIZQ.
ANCHO DE VIA
S/ADER.
BERMADER.
ANCHO AIMPRIMAR
AREA AIMPRIMAR
ASFALTODILUIDOMC-30
VOL.TOTAL
IMPRIMACIONASFALTICA
CONCRETOASFALTICO
EN CALIENTE
CEMENTOASFALTICO164.40 kg/m3
ASFALTODILUIDOMC-30
FILLERMINERAL
48.00 kg/m3
ADITIVOMEJORADOR
DE ADHERENCIA0.50 (% PEN)
(m2) (m3) (m2) (m3)13+600 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+620 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
13+640 20.00 0.50 - 7.00 - 0.50 8.00 8.23 164.50 197.40 8.00 0.075 12.17 164.50 12.17 2000.54 197.40 584.10 10.00
TOTAL 134,626.80 8,299.09 112,189.00 8,299.09 1,364,369.99 134,626.80 398,356.20 6,821.85
P.U. MEZCLA ASFALTICA = 2.40
% CEMENTO ASFALTICO = 6.85% (Marshall)
P.U. CEMENTO ASFALTICO = 1.00
164.40
FILLER MINERAL = 48.00
ADITIVO MEJORADOR DE ADHERENCI 0.822
Ton/m3
Ton/m3
CEMENTO ASF. x m3 DE MEZCLA = kg/m3
kg/m3
kg/m3
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PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
TRANSPORTE DE MEZCLA ASFALTICA
Ubicación Material Planta de Asfalto Km. 2+250 (DETEMINAR)
Ubicación (km) 2.250
Acceso (km) 0.100
%D <= 1 km D > 1 km
0+000 1+000 1,000.00 0.50 608.44 608.44 1.85 100% 608.44 1,125.61 608.44 517.20
1+000 2+000 1,000.00 1.50 608.44 608.44 0.85 100% 608.44 517.17 517.17 -
2+000 3+000 1,000.00 2.50 608.44 608.44 0.35 100% 608.44 212.95 212.95 -
3+000 4+000 1,000.00 3.50 608.44 608.44 1.35 100% 608.44 821.39 608.44 213.00
4+000 5+000 1,000.00 4.50 608.44 608.44 2.35 100% 608.44 1,429.83 608.44 821.40
5+000 6+000 1,000.00 5.50 608.44 608.44 3.35 100% 608.44 2,038.27 608.44 1,429.80
6+000 7+000 1,000.00 6.50 608.44 608.44 4.35 100% 608.44 2,646.70 608.44 2,038.30
7+000 8+000 1,000.00 7.50 608.44 608.44 5.35 100% 608.44 3,255.14 608.44 2,646.70
8+000 9+000 1,000.00 8.50 608.44 608.44 6.35 100% 608.44 3,863.58 608.44 3,255.10
9+000 10+000 1,000.00 9.50 608.44 608.44 7.35 100% 608.44 4,472.02 608.44 3,863.60
10+000 11+000 1,000.00 10.50 608.44 608.44 8.35 100% 608.44 5,080.45 608.44 4,472.00
11+000 12+000 1,000.00 11.50 608.44 608.44 9.35 100% 608.44 5,688.89 608.44 5,080.50
12+000 13+000 1,000.00 12.50 608.44 608.44 10.35 100% 608.44 6,297.33 608.44 5,688.90
13+000 13+640 640.00 13.32 389.40 389.40 11.17 100% 389.40 4,349.60 389.40 3,960.20
8,299.09 8,299.09 8,299.09 41,798.93 7,812.34 33,986.70
Cantera
D <= 1 KM D > 1 KM
Planta de Asfalto Km. 2+250 8,299.09 7,812.34 33,986.70
TOTAL 8,299.09 7,812.34 33,986.70
Inicio(km)
Final(km)
Long.(m)
C.G.(km)
Carpeta Asfáltica en
Caliente(m3)
VolumenTotal(m3)
Transporte de mezcla asfáltica(m3km)
Distancia de transporte
(km)
Material(m3)
Momento de transporte
(m3km)
Material a transportar
(m3)
Transporte de mezcla asfáltica (m3km)
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PLANILLA DE METRADOS
PROYECTO : MEJORAMIENTO DE LA CARRETERA ABRA TOCCTO - CONDORCCOCHA (RUTA DEPARTAMENTAL AY-122), EN LOS DISTRITOS DE CHIARA Y LOS MOROCHUCOS, DE LAS PROVINCIAS DE HUAMANGA Y CANGALLO DE LA REGIÓN AYACUCHO.
TRANSPORTE DE AGREGADOS PARA MEZCLA ASFALTICA
Nueva Ubicación (Consulta Nº 10) Material
MOYOCC Planta Asfalto
D <= 1 km D > 1 km
0+000 26.00 1+100 0.10 8,299.09 8,299.09 27.20 225,735.18 7,303.20 217,436.10
8,299.09 8,299.09 225,735.18 7,303.20 217,436.10
Cantera
D <= 1 KM D > 1 KM
MOYOCC 8,299.09 7,303.20 217,436.10
TOTAL 8,299.09 7,303.20 217,436.10
Distancia de transporte
(km)
Momento de transporte
(m3km)
Transporte de materialgranular(m3km)
Carpeta Asfáltica en
Caliente(m3)
VolumenTotal(m3)
Inicio(km)
Acceso(km)
Inicio(km)
Acceso(km)
Material a transportar
(m3)
Transporte de material granular (m3km)
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD
2 D Inicio 0+196.5640+200.000
LT 0+209.064 0.00 0+210.000 0.04 0+220.000 0.44
PC 0+226.564 0.70 0+230.000 0.84 0+234.064 1.00 0+240.000 1.00 0+250.000 1.00 0+260.000 1.00 0+265.993 1.00 0+270.000 0.84
PT 0+273.493 0.70 0+280.000 0.44 0+290.000 0.04
LT 0+290.993 0.00
3 I Inicio 0+673.1440+680.000
LT 0+685.644 0.00 0+690.000 0.15
PC 0+693.144 0.25 0+700.000 0.48 0+700.644 0.50 0+710.000 0.50 0+720.000 0.50 0+730.000 0.50 0+740.000 0.50 0+750.000 0.50 0+759.723 0.50 0+760.000 0.49
PT 0+767.223 0.25 0+770.000 0.16
LT 0+774.723 0.00
4 D Inicio 0+849.1070+850.0000+860.000
LT 0+861.607 0.00 0+870.000 0.30
PC 0+879.107 0.63 0+880.000 0.66 0+886.607 0.90 0+890.000 0.90 0+900.000 0.90 0+910.000 0.90 0+920.000 0.90 0+930.000 0.90 0+940.000 0.90 0+950.000 0.90 0+960.000 0.90 0+970.000 0.90 0+973.684 0.90 0+980.000 0.67
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDPT 0+981.184 0.63
0+990.000 0.31 LT 0+998.684 0.00
5 D Inicio 0+974.8200+980.000
LT 0+987.320 0.00 0+990.000 0.13 1+000.000 0.62 1+010.000 1.10
PC 1+011.820 1.19 1+020.000 1.59 1+022.320 1.70 1+030.000 1.70 1+040.000 1.70 1+050.000 1.70 1+053.287 1.70 1+060.000 1.37
PT 1+063.787 1.19 1+070.000 0.89 1+080.000 0.40
LT 1+088.287 0.00
6 D Inicio 1+143.9001+150.000
LT 1+156.400 0.00 1+160.000 0.13
PC 1+166.400 0.35 1+170.000 0.48 1+176.400 0.70 1+180.000 0.70 1+190.000 0.70 1+200.000 0.70 1+207.560 0.70 1+210.000 0.61
PT 1+217.560 0.35 1+220.000 0.26
LT 1+227.560 0.00
7 D Inicio 1+274.0681+280.000
LT 1+286.568 0.00 1+290.000 0.14
PC 1+291.568 0.20 1+296.568 0.40 1+300.000 0.40 1+310.000 0.40 1+320.000 0.40 1+330.000 0.40 1+338.899 0.40 1+340.000 0.36
PT 1+343.899 0.20 LT 1+348.899 0.00
8 D Inicio 1+488.6291+490.000
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD1+500.000
LT 1+501.129 0.00 PC 1+506.129 0.15
1+510.000 0.27 1+511.129 0.30 1+520.000 0.30 1+530.000 0.30 1+540.000 0.30 1+550.000 0.30 1+560.000 0.30 1+570.000 0.30 1+573.900 0.30
PT 1+578.900 0.15 1+580.000 0.12
LT 1+583.900 0.00
9 I Inicio 1+706.8191+710.000
LT 1+719.319 0.00 1+720.000 0.02
PC 1+726.819 0.25 1+730.000 0.36 1+734.319 0.50 1+740.000 0.50 1+750.000 0.50 1+754.970 0.50 1+760.000 0.33
PT 1+762.470 0.25 LT 1+769.970 0.00
10 I Inicio 1+762.6331+770.000
LT 1+775.133 0.00 1+780.000 0.21 1+790.000 0.64
PC 1+799.633 1.05 1+800.000 1.07 1+810.000 1.49 1+810.133 1.50 1+820.000 1.50 1+830.000 1.50 1+840.000 1.50 1+850.000 1.50 1+851.308 1.50 1+860.000 1.13
PT 1+861.808 1.05 1+870.000 0.70 1+880.000 0.27
LT 1+886.308 0.00
11 D Inicio 1+866.2431+870.000
LT 1+878.743 0.00 1+880.000 0.05 1+890.000 0.49
PC 1+899.743 0.91
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD1+900.000 0.92 1+908.743 1.30 1+910.000 1.30 1+920.000 1.30 1+922.599 1.30 1+930.000 0.98
PT 1+931.599 0.91 1+940.000 0.55 1+950.000 0.11
LT 1+952.599 0.00
12 D Inicio 2+021.6242+030.000
LT 2+034.124 0.00 2+040.000 0.19 2+050.000 0.51
PC 2+051.624 0.56 2+059.124 0.80 2+060.000 0.80 2+070.000 0.80 2+080.000 0.80 2+090.000 0.80 2+097.550 0.80 2+100.000 0.72
PT 2+105.050 0.56 2+110.000 0.40 2+120.000 0.08
LT 2+122.550 0.00
13 I Inicio 2+147.4402+150.000
LT 2+159.940 0.00 2+160.000 0.00
PC 2+169.940 0.35 2+170.000 0.35 2+179.940 0.70 2+180.000 0.70 2+190.000 0.70 2+200.000 0.70 2+210.000 0.70 2+220.000 0.70 2+230.000 0.70 2+240.000 0.70 2+250.000 0.70 2+260.000 0.70 2+270.000 0.70 2+278.665 0.70 2+280.000 0.65
PT 2+288.665 0.35 2+290.000 0.30
LT 2+298.665 0.00
14 D Inicio 2+435.8052+440.000
LT 2+448.305 0.00 2+450.000 0.06
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD2+460.000 0.42
PC 2+465.805 0.63 2+470.000 0.78 2+473.305 0.90 2+480.000 0.90 2+490.000 0.90 2+500.000 0.90 2+506.801 0.90 2+510.000 0.78
PT 2+514.301 0.63 2+520.000 0.42 2+530.000 0.06
LT 2+531.801 0.00
15 I Inicio 2+543.1442+550.000
LT 2+555.644 0.00 2+560.000 0.28 2+570.000 0.93 2+580.000 1.58
PC 2+587.644 2.08 2+590.000 2.23 2+595.644 2.60 2+600.000 2.60 2+610.000 2.60 2+620.000 2.60 2+630.000 2.60 2+640.000 2.60 2+648.289 2.60 2+650.000 2.49
PT 2+656.289 2.08 2+660.000 1.84 2+670.000 1.19 2+680.000 0.54
LT 2+688.289 0.00
16 I Inicio 2+882.8362+890.000
LT 2+895.336 0.00 2+900.000 0.14
PC 2+905.336 0.30 2+910.000 0.44 2+915.336 0.60 2+920.000 0.60 2+930.000 0.60 2+940.000 0.60 2+950.000 0.60 2+957.244 0.60 2+960.000 0.52
PT 2+967.244 0.30 2+970.000 0.22
LT 2+977.244 0.00
17 D Inicio 3+249.7913+250.0003+260.000
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 3+262.291 0.00
3+270.000 0.37 3+280.000 0.86
PC 3+286.791 1.19 3+290.000 1.35 3+297.291 1.70 3+300.000 1.70 3+310.000 1.70 3+320.000 1.70 3+330.000 1.70 3+331.380 1.70 3+340.000 1.28
PT 3+341.880 1.19 3+350.000 0.80 3+360.000 0.31
LT 3+366.380 0.00
18 D Inicio 3+393.0303+400.000
LT 3+405.530 0.00 3+410.000 0.19 3+420.000 0.62 3+430.000 1.05
PC 3+430.030 1.05 3+440.000 1.48 3+440.530 1.50 3+450.000 1.50 3+460.000 1.50 3+470.000 1.50 3+480.000 1.50 3+490.000 1.50 3+500.000 1.50 3+510.000 1.50 3+515.821 1.50 3+520.000 1.32
PT 3+526.321 1.05 3+530.000 0.89 3+540.000 0.46 3+550.000 0.04
LT 3+550.821 0.00
19 I Inicio 3+595.7973+600.000
LT 3+608.297 0.00 3+610.000 0.06
PC 3+615.797 0.25 3+620.000 0.39 3+623.297 0.50 3+630.000 0.50 3+640.000 0.50 3+650.000 0.50 3+651.825 0.50
PT 3+659.325 0.25 3+660.000 0.23
LT 3+666.825 0.00
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD20 I Inicio 3+711.392
3+720.000LT 3+723.892 0.00
3+730.000 0.33 3+740.000 0.87
PC 3+748.392 1.33 3+750.000 1.42 3+758.892 1.90 3+760.000 1.90 3+770.000 1.90 3+780.000 1.90 3+790.000 1.90 3+800.000 1.90 3+809.115 1.90 3+810.000 1.85
PT 3+819.615 1.33 3+820.000 1.31 3+830.000 0.77
LT 3+840.000 0.22
21 D Inicio 4+083.8724+090.000
LT 4+096.372 0.00 4+100.000 0.15
PC 4+101.372 0.20 4+106.372 0.40 4+110.000 0.40 4+120.000 0.40 4+130.000 0.40 4+140.000 0.40 4+150.000 0.40 4+160.000 0.40 4+170.000 0.40 4+180.000 0.40 4+190.000 0.40 4+200.000 0.40 4+210.000 0.40 4+220.000 0.40 4+230.000 0.40 4+240.000 0.40 4+250.000 0.40 4+260.000 0.40 4+270.000 0.40 4+280.000 0.40 4+290.000 0.40 4+300.000 0.40 4+310.000 0.40 4+320.000 0.40 4+330.000 0.40 4+340.000 0.40 4+350.000 0.40 4+360.000 0.40 4+370.000 0.40 4+380.000 0.40 4+390.000 0.40 4+400.000 0.40
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD4+410.000 0.40 4+420.000 0.40 4+430.000 0.40 4+440.000 0.40 4+450.000 0.40 4+460.000 0.40 4+470.000 0.40 4+480.000 0.40 4+490.000 0.40 4+500.000 0.40 4+510.000 0.40 4+520.000 0.40 4+530.000 0.40 4+540.000 0.40 4+550.000 0.40 4+560.000 0.40 4+566.018 0.40 4+570.000 0.24
PT 4+571.018 0.20 LT 4+576.018 0.00
22 I Inicio 4+782.3544+790.000
LT 4+794.854 0.00 4+800.000 0.21
PC 4+802.354 0.30 4+809.854 0.60 4+810.000 0.60 4+820.000 0.60 4+830.000 0.60 4+840.000 0.60 4+850.000 0.60 4+860.000 0.60 4+870.000 0.60 4+880.000 0.60 4+890.000 0.60 4+900.000 0.60 4+902.765 0.60 4+910.000 0.31
PT 4+910.265 0.30 LT 4+917.765 0.00
23 I Inicio 4+990.2055+000.000
LT 5+002.705 0.00 5+010.000 0.26 5+020.000 0.62 5+020.205 0.63 5+027.705 0.90 5+030.000 0.90 5+040.000 0.90 5+050.000 0.90 5+052.474 0.90 5+059.974 0.63 5+060.000 0.63 5+070.000 0.27
![Page 31: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/31.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 5+077.474 0.00
24 D Inicio 5+072.7325+080.000
LT 5+085.232 0.00 5+090.000 0.17
PC 5+095.232 0.35 5+100.000 0.52 5+105.232 0.70 5+110.000 0.70 5+120.000 0.70 5+130.000 0.70 5+140.000 0.70 5+150.000 0.70 5+160.000 0.70 5+170.000 0.70 5+180.000 0.70 5+190.000 0.70 5+192.366 0.70 5+200.000 0.43
PT 5+202.366 0.35 LT 5+210.000 0.08
25 D Inicio 5+266.4845+270.000
LT 5+278.984 0.00 5+280.000 0.04
PC 5+288.984 0.35 5+290.000 0.39 5+298.984 0.70 5+300.000 0.70 5+310.000 0.70 5+320.000 0.70 5+330.000 0.70 5+340.000 0.70 5+350.000 0.70 5+360.000 0.70 5+370.000 0.70 5+378.449 0.70 5+380.000 0.65
PT 5+388.449 0.35 5+390.000 0.30
LT 5+398.449 0.00
26 D Inicio 5+441.3005+450.000
LT 5+453.800 0.00 5+460.000 0.27 5+470.000 0.70
PC 5+474.800 0.91 5+480.000 1.14 5+483.800 1.30 5+490.000 1.30 5+490.851 1.30
PT 5+499.851 0.91 5+500.000 0.90
![Page 32: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/32.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD5+510.000 0.47 5+520.000 0.04
LT 5+520.851 0.00
27 I Inicio 5+628.7175+630.0005+640.000
LT 5+641.217 0.00 PC 5+646.217 0.20
5+650.000 0.35 5+651.217 0.40 5+660.000 0.40 5+670.000 0.40 5+680.000 0.40 5+690.000 0.40 5+700.000 0.40 5+710.000 0.40 5+720.000 0.40 5+730.000 0.40 5+740.000 0.40 5+750.000 0.40 5+760.000 0.40 5+770.000 0.40 5+780.000 0.40 5+790.000 0.40 5+800.000 0.40 5+810.000 0.40 5+820.000 0.40 5+830.000 0.40 5+840.000 0.40 5+850.000 0.40 5+853.813 0.40
PT 5+858.813 0.20 5+860.000 0.15
LT 5+863.813 0.00
28 I Inicio 5+917.5825+920.0005+930.000
LT 5+930.082 0.00 5+940.000 0.60 5+950.000 1.20 5+960.000 1.80
PC 5+962.082 1.92 5+970.000 2.40 5+970.082 2.40 5+980.000 2.40 5+989.671 2.40 5+990.000 2.38
PT 5+997.671 1.92 6+000.000 1.78 6+010.000 1.18 6+020.000 0.58
LT 6+029.671 0.00
29 D Inicio 6+005.605
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD6+010.000
LT 6+018.105 0.00 6+020.000 0.08 6+030.000 0.51 6+040.000 0.94
PC 6+042.605 1.05 6+050.000 1.37 6+053.105 1.50 6+060.000 1.50 6+070.000 1.50 6+073.678 1.50 6+080.000 1.23
PT 6+084.178 1.05 6+090.000 0.80 6+100.000 0.37
LT 6+108.678 0.00
30 D Inicio 6+251.9636+260.000
LT 6+264.463 0.00 6+270.000 0.24 6+280.000 0.67
PC 6+285.463 0.91 6+290.000 1.11 6+294.463 1.30 6+300.000 1.30 6+301.404 1.30 6+310.000 0.93
PT 6+310.404 0.91 6+320.000 0.49 6+330.000 0.06
LT 6+331.404 0.00
31 I Inicio 6+316.1756+320.000
LT 6+328.675 0.00 6+330.000 0.06 6+340.000 0.49 6+350.000 0.91
PC 6+353.175 1.05 6+360.000 1.34 6+363.675 1.50 6+365.948 1.50 6+370.000 1.33
PT 6+376.448 1.05 6+380.000 0.90 6+390.000 0.47 6+400.000 0.04
LT 6+400.948 0.00
32 D Inicio 6+381.7676+390.000
LT 6+394.267 0.00 6+400.000 0.25 6+410.000 0.67
PC 6+418.767 1.05
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD6+420.000 1.10 6+429.267 1.50 6+430.000 1.50 6+434.076 1.50 6+440.000 1.25
PT 6+444.576 1.05 6+450.000 0.82 6+460.000 0.39
LT 6+469.076 0.00
33 I Inicio 6+464.9436+470.000
LT 6+477.443 0.00 6+480.000 0.09
PC 6+487.443 0.35 6+490.000 0.44 6+497.443 0.70 6+500.024 0.70 6+510.000 0.35
PT 6+510.024 0.35 6+520.000 0.00
LT 6+520.024 0.00
34 I Inicio 6+667.9796+670.0006+680.000
LT 6+680.479 0.00 PC 6+687.979 0.25
6+690.000 0.32 6+695.479 0.50 6+700.000 0.50 6+704.659 0.50 6+710.000 0.32
PT 6+712.159 0.25 LT 6+719.659 0.00
35 D Inicio 6+730.1476+740.000
LT 6+742.647 0.00 6+750.000 0.29 6+760.000 0.69
PC 6+763.647 0.84 6+770.000 1.09 6+772.647 1.20 6+780.000 1.20 6+790.000 1.20 6+800.000 1.20 6+810.000 1.20 6+820.000 1.20 6+830.000 1.20 6+840.000 1.20 6+850.000 1.20 6+850.465 1.20
PT 6+859.465 0.84 6+860.000 0.82 6+870.000 0.42
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD6+880.000 0.02
LT 6+880.465 0.00
36 D Inicio 6+903.4256+910.000
LT 6+915.925 0.00 6+920.000 0.18 6+930.000 0.61
PC 6+936.925 0.91 6+940.000 1.04 6+945.925 1.30 6+950.000 1.30 6+959.798 1.30 6+960.000 1.29
PT 6+968.798 0.91 6+970.000 0.86 6+980.000 0.42
LT 6+989.798 0.00
37 I Inicio 7+020.5277+030.000
LT 7+033.027 0.00 7+040.000 0.30 7+050.000 0.74
PC 7+054.027 0.91 7+060.000 1.17 7+063.027 1.30 7+070.000 1.30 7+080.000 1.30 7+082.458 1.30 7+090.000 0.97
PT 7+091.458 0.91 7+100.000 0.54 7+110.000 0.11
LT 7+112.458 0.00
38 I Inicio 7+315.1267+320.000
LT 7+327.626 0.00 7+330.000 0.10 7+340.000 0.54
PC 7+348.626 0.91 7+350.000 0.97 7+357.626 1.30 7+360.000 1.30 7+370.000 1.30 7+380.000 1.30 7+384.123 1.30 7+390.000 1.05
PT 7+393.123 0.91 7+400.000 0.61 7+410.000 0.18
LT 7+414.123 0.00
39 I Inicio 7+590.3497+600.000
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 7+602.849 0.00
7+610.000 0.31 7+620.000 0.74
PC 7+623.849 0.91 7+630.000 1.18 7+632.849 1.30 7+640.000 1.30 7+650.000 1.30 7+660.000 1.30 7+670.000 1.30 7+680.000 1.30 7+687.751 1.30 7+690.000 1.20
PT 7+696.751 0.91 7+700.000 0.77 7+710.000 0.34
LT 7+717.751 0.00
40 D Inicio 7+723.9107+730.000
LT 7+736.410 0.00 7+740.000 0.10
PC 7+743.910 0.20 7+750.000 0.36 7+751.410 0.40 7+760.000 0.40 7+770.000 0.40 7+780.000 0.40 7+790.000 0.40 7+800.000 0.40 7+810.000 0.40 7+820.000 0.40 7+830.000 0.40 7+840.000 0.40 7+850.000 0.40 7+860.000 0.40 7+870.000 0.40 7+880.000 0.40 7+890.000 0.40 7+890.370 0.40
PT 7+897.870 0.20 7+900.000 0.14
LT 7+905.370 0.00
41 I Inicio 8+235.0648+240.000
LT 8+247.564 0.00 8+250.000 0.08
PC 8+255.064 0.25 8+260.000 0.41 8+262.564 0.50 8+270.000 0.50 8+280.000 0.50 8+290.000 0.50 8+300.000 0.50 8+310.000 0.50
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD8+320.000 0.50 8+330.000 0.50 8+332.823 0.50 8+340.000 0.26
PT 8+340.323 0.25 LT 8+347.823 0.00
42 D Inicio 8+557.2448+560.000
LT 8+569.744 0.00 8+570.000 0.01
PC 8+577.244 0.25 8+580.000 0.34 8+584.744 0.50 8+590.000 0.50 8+600.000 0.50 8+610.000 0.50 8+611.789 0.50
PT 8+619.289 0.25 8+620.000 0.23
LT 8+626.789 0.00
43 I Inicio 8+867.9958+870.0008+880.000
LT 8+880.495 0.00 PC 8+885.495 0.20
8+890.000 0.38 8+890.495 0.40 8+900.000 0.40 8+910.000 0.40 8+920.000 0.40 8+930.000 0.40 8+935.931 0.40 8+940.000 0.24
PT 8+940.931 0.20 LT 8+945.931 0.00
44 D Inicio 9+045.9749+050.000
LT 9+058.474 0.00 9+060.000 0.05
PC 9+063.474 0.15 9+068.474 0.30 9+070.000 0.30 9+080.000 0.30 9+090.000 0.30 9+100.000 0.30 9+101.429 0.30
PT 9+106.429 0.15 9+110.000 0.04
LT 9+111.429 0.00
45 I Inicio 9+252.8129+260.000
LT 9+265.312 0.00
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD9+270.000 0.33 9+280.000 1.03 9+290.000 1.73
PC 9+297.312 2.24 9+300.000 2.43 9+305.312 2.80 9+310.000 2.80 9+320.000 2.80 9+330.000 2.80 9+340.000 2.80 9+350.000 2.80 9+355.650 2.80 9+360.000 2.50
PT 9+363.650 2.24 9+370.000 1.80 9+380.000 1.10 9+390.000 0.40
LT 9+395.650 0.00
46 D Inicio 9+387.5769+390.0009+400.000
LT 9+400.076 0.00 9+410.000 0.40 9+420.000 0.80
PC 9+421.076 0.84 9+430.000 1.20 9+430.076 1.20 9+440.000 1.20 9+450.000 1.20 9+460.000 1.20 9+470.000 1.20 9+476.530 1.20 9+480.000 1.06
PT 9+485.530 0.84 9+490.000 0.66 9+500.000 0.26
LT 9+506.530 0.00
47 D Inicio 9+493.7709+500.000
LT 9+506.270 0.00 9+510.000 0.16 9+520.000 0.59
PC 9+527.270 0.91 9+530.000 1.03 9+536.270 1.30 9+540.000 1.30 9+550.000 1.30 9+556.289 1.30 9+560.000 1.14
PT 9+565.289 0.91 9+570.000 0.71 9+580.000 0.27
LT 9+586.289 0.00
![Page 39: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/39.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD48 D Inicio 9+620.541
9+630.000LT 9+633.041 0.00
9+640.000 0.24 PC 9+643.041 0.35
9+650.000 0.59 9+653.041 0.70 9+660.000 0.70 9+665.126 0.70 9+670.000 0.53
PT 9+675.126 0.35 9+680.000 0.18
LT 9+685.126 0.00
49 I Inicio 9+702.7219+710.000
LT 9+715.221 0.00 9+720.000 0.33 9+730.000 1.03 9+740.000 1.73
PC 9+747.221 2.24 9+750.000 2.43 9+755.221 2.80 9+760.000 2.80 9+770.000 2.80 9+780.000 2.80 9+783.519 2.80 9+790.000 2.35
PT 9+791.519 2.24 9+800.000 1.65 9+810.000 0.95 9+820.000 0.25
LT 9+823.519 0.00
50 D Inicio 9+911.3289+920.000
LT 9+923.828 0.00 9+930.000 0.22 9+940.000 0.58
PC 9+941.328 0.63 9+948.828 0.90 9+950.000 0.90 9+960.000 0.90 9+970.000 0.90 9+980.000 0.90 9+990.000 0.90
10+000.000 0.90 10+010.000 0.90 10+020.000 0.90 10+030.000 0.90 10+040.000 0.90 10+050.000 0.90 10+060.000 0.90 10+070.000 0.90 10+080.000 0.90 10+084.873 0.90
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD10+090.000 0.72
PT 10+092.373 0.63 10+100.000 0.36
LT 10+109.873 0.00
51 D Inicio 10+282.11610+290.000
LT 10+294.616 0.00 10+300.000 0.28 10+310.000 0.81 10+320.000 1.33
PC 10+326.616 1.68 10+330.000 1.86 10+334.616 2.10 10+340.000 2.10 10+350.000 2.10 10+360.000 2.10 10+370.000 2.10 10+380.000 2.10 10+390.000 2.10 10+400.000 2.10 10+410.000 2.10 10+414.686 2.10 10+420.000 1.82
PT 10+422.686 1.68 10+430.000 1.30 10+440.000 0.77 10+450.000 0.25
LT 10+454.686 0.00
52 I Inicio 10+572.72110+580.000
LT 10+585.221 0.00 10+590.000 0.19 10+600.000 0.59
PC 10+606.221 0.84 10+610.000 0.99 10+615.221 1.20 10+620.000 1.20 10+630.000 1.20 10+640.000 1.20 10+650.000 1.20 10+660.000 1.20 10+670.000 1.20 10+675.371 1.20 10+680.000 1.01
PT 10+684.371 0.84 10+690.000 0.61 10+700.000 0.21
LT 10+705.371 0.00
53 D Inicio 10+736.89910+740.000
LT 10+749.399 0.00 10+750.000 0.02
PC 10+759.399 0.30
![Page 41: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/41.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD10+760.000 0.32 10+769.399 0.60 10+770.000 0.60 10+780.000 0.60 10+790.000 0.60 10+800.000 0.60 10+810.000 0.60 10+820.000 0.60 10+830.000 0.60 10+840.000 0.60 10+850.000 0.60 10+860.000 0.60 10+870.000 0.60 10+880.000 0.60 10+890.000 0.60 10+900.000 0.60 10+910.000 0.60 10+920.000 0.60 10+930.000 0.60 10+940.000 0.60 10+950.000 0.60 10+960.000 0.60 10+970.000 0.60 10+970.274 0.60 10+980.000 0.31
PT 10+980.274 0.30 10+990.000 0.01
LT 10+990.274 0.00
54 I Inicio 10+993.46311+000.000
LT 11+005.963 0.00 11+010.000 0.15 11+020.000 0.51
PC 11+023.463 0.63 11+030.000 0.87 11+030.963 0.90 11+040.000 0.90 11+050.000 0.90 11+060.000 0.90 11+070.000 0.90 11+080.000 0.90 11+090.000 0.90 11+100.000 0.90 11+110.000 0.90 11+120.000 0.90 11+130.000 0.90 11+140.000 0.90 11+150.000 0.90 11+160.000 0.90 11+170.000 0.90 11+180.000 0.90 11+190.000 0.90 11+200.000 0.90 11+210.000 0.90 11+215.066 0.90
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD11+220.000 0.72
PT 11+222.566 0.63 11+230.000 0.36 11+240.000 0.00
LT 11+240.066 0.00
55 I Inicio 11+273.27511+280.000
LT 11+285.775 0.00 11+290.000 0.14 11+300.000 0.46
PC 11+303.275 0.56 11+310.000 0.78 11+310.775 0.80 11+320.000 0.80 11+330.000 0.80 11+340.000 0.80 11+343.913 0.80 11+350.000 0.61
PT 11+351.413 0.56 11+360.000 0.29
LT 11+368.913 0.00
56 I Inicio 11+496.02111+500.000
LT 11+508.521 0.00 11+510.000 0.08 11+520.000 0.62 11+530.000 1.17
PC 11+533.021 1.33 11+540.000 1.71 11+543.521 1.90 11+550.000 1.90 11+560.000 1.90 11+570.000 1.90 11+580.000 1.90 11+590.000 1.90 11+591.403 1.90 11+600.000 1.43
PT 11+601.903 1.33 11+610.000 0.89 11+620.000 0.35
LT 11+626.403 0.00
57 D Inicio 11+624.03511+630.000
LT 11+636.535 0.00 11+640.000 0.12
PC 11+644.035 0.25 11+650.000 0.45 11+651.535 0.50 11+660.000 0.50 11+670.000 0.50 11+680.000 0.50 11+690.000 0.50 11+700.000 0.50
![Page 43: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/43.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD11+710.000 0.50 11+720.000 0.50 11+730.000 0.50 11+740.000 0.50 11+750.000 0.50 11+760.000 0.50 11+770.000 0.50 11+779.252 0.50 11+780.000 0.48
PT 11+786.752 0.25 11+790.000 0.14
LT 11+794.252 0.00
58 D Inicio 11+897.23211+900.000
LT 11+909.732 0.00 11+910.000 0.01 11+920.000 0.38 11+930.000 0.74
PC 11+930.732 0.77 11+939.732 1.10 11+940.000 1.10 11+950.000 1.10 11+960.000 1.10 11+970.000 1.10 11+980.000 1.10 11+990.000 1.10 12+000.000 1.10 12+010.000 1.10 12+020.000 1.10 12+030.000 1.10 12+040.000 1.10 12+050.000 1.10 12+060.000 1.10 12+068.359 1.10 12+070.000 1.04
PT 12+077.359 0.77 12+080.000 0.67 12+090.000 0.31
LT 12+098.359 0.00
59 I Inicio 12+090.66812+100.000
LT 12+103.168 0.00 12+110.000 0.30 12+120.000 0.73
PC 12+124.168 0.91 12+130.000 1.16 12+133.168 1.30 12+140.000 1.30 12+150.000 1.30 12+160.000 1.30 12+170.000 1.30 12+178.997 1.30 12+180.000 1.26
PT 12+187.997 0.91
![Page 44: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/44.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD12+190.000 0.82 12+200.000 0.39
LT 12+208.997 0.00
60 D Inicio 12+307.25212+310.000
LT 12+319.752 0.00 12+320.000 0.01 12+330.000 0.38
PC 12+340.000 0.74 12+340.752 0.77 12+349.752 1.10 12+350.000 1.10 12+360.000 1.10 12+370.000 1.10 12+380.000 1.10 12+390.000 1.10 12+400.000 1.10 12+409.473 1.10 12+410.000 1.08
PT 12+418.473 0.77 12+420.000 0.71 12+430.000 0.35
LT 12+439.473 0.00
61 I Inicio 12+583.95212+590.000
LT 12+596.452 0.00 12+600.000 0.11
PC 12+601.452 0.15 12+606.452 0.30 12+610.000 0.30 12+620.000 0.30 12+623.505 0.30
PT 12+628.505 0.15 12+630.000 0.11
LT 12+633.505 0.00
62 D Inicio 12+712.96612+720.000
LT 12+725.466 0.00 12+730.000 0.18 12+740.000 0.58
PC 12+746.466 0.84 12+750.000 0.98 12+755.466 1.20 12+760.000 1.20 12+770.000 1.20 12+780.000 1.20 12+790.000 1.20 12+800.000 1.20 12+810.000 1.20 12+820.000 1.20 12+829.523 1.20 12+830.000 1.18
PT 12+838.523 0.84
![Page 45: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/45.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD12+840.000 0.78 12+850.000 0.38
LT 12+859.523 0.00
63 I Inicio 13+070.87713+080.000
LT 13+083.377 0.00 13+090.000 0.24 13+100.000 0.60
PC 13+100.877 0.63 13+108.377 0.90 13+110.000 0.90 13+120.000 0.90 13+120.483 0.90
PT 13+127.983 0.63 13+130.000 0.56 13+140.000 0.20
LT 13+145.483 0.00
64 I Inicio 13+266.05913+270.000
LT 13+278.559 0.00 13+280.000 0.10 13+290.000 0.77 13+300.000 1.45 13+310.000 2.12
PC 13+310.559 2.16 13+318.559 2.70 13+320.000 2.70 13+330.000 2.70 13+340.000 2.70 13+350.000 2.70 13+360.000 2.70 13+361.213 2.70
PT 13+369.213 2.16 13+370.000 2.11 13+380.000 1.43 13+390.000 0.76 13+400.000 0.08
LT 13+401.213 0.00
65 D Inicio 13+419.90013+420.00013+430.000
LT 13+432.400 0.00 13+440.000 0.33 13+450.000 0.76
PC 13+453.400 0.91 13+460.000 1.20 13+462.400 1.30 13+470.000 1.30 13+480.000 1.30 13+490.000 1.30 13+500.000 1.30 13+510.000 1.30 13+520.000 1.30
![Page 46: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/46.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD13+524.583 1.30 13+530.000 1.07
PT 13+533.583 0.91 13+540.000 0.63 13+550.000 0.20
LT 13+554.583 0.00
66 I Inicio 13+574.74713+580.000
LT 13+587.247 0.00 13+590.000 0.11 13+600.000 0.51 13+610.000 0.91
PC 13+611.747 0.98 13+620.000 1.31 13+622.247 1.40 13+630.000 1.40 13+640.000 1.40 13+650.000 1.40 13+660.000 1.40 13+660.821 1.40 13+670.000 1.03
PT 13+671.321 0.98 13+680.000 0.63 13+690.000 0.23
LT 13+695.821 0.00
67 D Inicio 13+696.15213+700.000
LT 13+708.652 0.00 13+710.000 0.05 13+720.000 0.45
PC 13+729.652 0.84 13+730.000 0.85 13+738.652 1.20 13+740.000 1.20 13+750.000 1.20 13+760.000 1.20 13+770.000 1.20 13+780.000 1.20 13+790.000 1.20 13+794.503 1.20 13+800.000 0.98
PT 13+803.503 0.84 13+810.000 0.58 13+820.000 0.18
LT 13+824.503 0.00
68 D Inicio 13+824.26813+830.000
LT 13+836.768 0.00 13+840.000 0.10
PC 13+846.768 0.30 13+850.000 0.40 13+856.768 0.60 13+860.000 0.60
![Page 47: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/47.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD13+870.000 0.60 13+880.000 0.60 13+890.000 0.60 13+900.000 0.60 13+904.713 0.60 13+910.000 0.44
PT 13+914.713 0.30 13+920.000 0.14
LT 13+924.713 0.00
69 D Inicio 13+983.57313+990.000
LT 13+996.073 0.00 14+000.000 0.17 14+010.000 0.60
PC 14+017.073 0.91 14+020.000 1.04 14+026.073 1.30 14+030.000 1.30 14+040.000 1.30 14+050.000 1.30 14+060.000 1.30 14+063.717 1.30 14+070.000 1.03
PT 14+072.717 0.91 14+080.000 0.59 14+090.000 0.16
LT 14+093.717 0.00
70 I Inicio 14+123.86414+130.000
LT 14+136.364 0.00 14+140.000 0.13 14+150.000 0.50
PC 14+157.364 0.77 14+160.000 0.87 14+166.364 1.10 14+170.000 1.10 14+180.000 1.10 14+190.000 1.10 14+200.000 1.10 14+210.000 1.10 14+220.000 1.10 14+230.000 1.10 14+240.000 1.10 14+250.000 1.10 14+260.000 1.10 14+270.000 1.10 14+280.000 1.10 14+290.000 1.10 14+300.000 1.10 14+310.000 1.10 14+320.000 1.10 14+320.007 1.10
PT 14+329.007 0.77 14+330.000 0.73
![Page 48: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/48.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD14+340.000 0.37 14+350.000 0.00
LT 14+350.007 0.00
71 D Inicio 14+421.73114+430.000
LT 14+434.231 0.00 14+440.000 0.20
PC 14+444.231 0.35 14+450.000 0.55 14+454.231 0.70 14+460.000 0.70 14+470.000 0.70 14+480.000 0.70 14+490.000 0.70 14+500.000 0.70 14+510.000 0.70 14+520.000 0.70 14+530.000 0.70 14+540.000 0.70 14+550.000 0.70 14+560.000 0.70 14+570.000 0.70 14+580.000 0.70 14+590.000 0.70 14+600.000 0.70 14+610.000 0.70 14+620.000 0.70 14+630.000 0.70 14+640.000 0.70 14+650.000 0.70 14+660.000 0.70 14+670.000 0.70 14+680.000 0.70 14+690.000 0.70 14+700.000 0.70 14+710.000 0.70 14+720.000 0.70 14+730.000 0.70 14+740.000 0.70 14+742.491 0.70 14+750.000 0.44
PT 14+752.491 0.35 14+760.000 0.09
LT 14+762.491 0.00
72 I Inicio 14+827.35514+830.000
LT 14+839.855 0.00 14+840.000 0.01 14+850.000 0.43 14+860.000 0.86
PC 14+864.355 1.05 14+870.000 1.29 14+874.855 1.50 14+880.000 1.50
![Page 49: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/49.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD14+890.000 1.50 14+900.000 1.50 14+910.000 1.50 14+920.000 1.50 14+930.000 1.50 14+940.000 1.50 14+942.814 1.50 14+950.000 1.19
PT 14+953.314 1.05 14+960.000 0.76 14+970.000 0.33
LT 14+977.814 0.00
73 D Inicio 14+962.18914+970.000
LT 14+974.689 0.00 14+980.000 0.19 14+990.000 0.56
PC 14+995.689 0.77 15+000.000 0.93 15+004.689 1.10 15+010.000 1.10 15+020.000 1.10 15+027.927 1.10 15+030.000 1.02
PT 15+036.927 0.77 15+040.000 0.66 15+050.000 0.29
LT 15+057.927 0.00
74 I Inicio 15+297.93315+300.00015+310.000
LT 15+310.433 0.00 15+320.000 0.33
PC 15+320.433 0.35 15+330.000 0.68 15+330.433 0.70 15+340.000 0.70 15+345.734 0.70 15+350.000 0.55
PT 15+355.734 0.35 15+360.000 0.20
LT 15+365.734 0.00
75 D Inicio 15+395.09315+400.000
LT 15+407.593 0.00 15+410.000 0.13 15+420.000 0.67 15+430.000 1.22
PC 15+432.093 1.33 15+440.000 1.76 15+442.593 1.90 15+450.000 1.90 15+460.000 1.90
![Page 50: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/50.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD15+466.268 1.90 15+470.000 1.70
PT 15+476.768 1.33 15+480.000 1.15 15+490.000 0.61 15+500.000 0.07
LT 15+501.268 0.00
76 I Inicio 15+487.29315+490.000
LT 15+499.793 0.00 15+500.000 0.01 15+510.000 0.61 15+520.000 1.21 15+530.000 1.81
PC 15+531.793 1.92 15+539.793 2.40 15+540.000 2.40 15+547.569 2.40 15+550.000 2.25
PT 15+555.569 1.92 15+560.000 1.65 15+570.000 1.05 15+580.000 0.45
LT 15+587.569 0.00
77 D Inicio 15+553.65015+560.000
LT 15+566.150 0.00 15+570.000 0.23 15+580.000 0.83 15+590.000 1.43
PC 15+598.150 1.92 15+600.000 2.03 15+606.150 2.40 15+610.000 2.40 15+616.288 2.40 15+620.000 2.18
PT 15+624.288 1.92 15+630.000 1.58 15+640.000 0.98 15+650.000 0.38
LT 15+656.288 0.00
78 I Inicio 15+638.08415+640.00015+650.000
LT 15+650.584 0.00 15+660.000 0.66 15+670.000 1.36 15+680.000 2.06
PC 15+682.584 2.24 15+690.000 2.76 15+690.584 2.80 16+700.000 2.80 16+710.000 2.80
![Page 51: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/51.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD16+720.000 2.80 16+730.000 2.80 16+740.000 2.80 16+750.000 2.80 15+750.413 2.80
PT 15+758.413 2.24 15+760.000 2.13 15+770.000 1.43 15+780.000 0.73 15+790.000 0.03
LT 15+790.413 0.00
79 D Inicio 15+856.27415+860.000
LT 15+868.774 0.00 15+870.000 0.04
PC 15+878.774 0.35 15+880.000 0.39 15+888.774 0.70 15+890.000 0.70 15+899.892 0.70 15+900.000 0.70
PT 15+909.892 0.35 15+910.000 0.35
LT 15+919.892 0.00
80 I Inicio 15+921.08315+930.000
LT 15+933.583 0.00 15+940.000 0.35 15+950.000 0.89
PC 15+958.083 1.33 15+960.000 1.43 15+968.583 1.90 15+970.000 1.90 15+980.000 1.90 15+988.103 1.90 15+990.000 1.80
PT 15+998.603 1.33 16+000.000 1.25 16+010.000 0.71 16+020.000 0.17
LT 16+023.103 0.00
81 D Inicio 16+035.08016+040.000
LT 16+047.580 0.00 16+050.000 0.09 16+060.000 0.45
PC 16+065.080 0.63 16+070.000 0.81 16+072.580 0.90 16+080.000 0.90 16+090.000 0.90 16+100.000 0.90 16+107.055 0.90
![Page 52: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/52.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD16+110.000 0.79
PT 16+114.555 0.63 16+120.000 0.43 16+130.000 0.07
LT 16+132.055 0.00
82 I Inicio 16+155.31916+160.000
LT 16+167.819 0.00 16+170.000 0.07
PC 16+177.819 0.30 16+180.000 0.37 16+187.819 0.60 16+190.000 0.60 16+200.000 0.60 16+210.000 0.60 16+220.000 0.60 16+230.000 0.60 16+240.000 0.60 16+250.000 0.60 16+260.000 0.60 16+270.000 0.60 16+271.254 0.60 16+280.000 0.34
PT 16+281.254 0.30 16+290.000 0.04
LT 16+291.254 0.00
83 D Inicio 16+279.64716+280.00016+290.000
LT 16+292.147 0.00 16+300.000 0.55 16+310.000 1.25 16+320.000 1.95
PC 16+324.147 2.24 16+330.000 2.65 16+332.147 2.80 16+340.000 2.80 16+350.000 2.80 16+360.000 2.80 16+370.000 2.80 16+371.325 2.80
PT 16+379.325 2.24 16+380.000 2.19 16+390.000 1.49 16+400.000 0.79 16+410.000 0.09
LT 16+411.325 0.00
84 D Inicio 16+449.51816+450.00016+460.000
LT 16+462.018 0.00 16+470.000 0.32
PC 16+472.018 0.40
![Page 53: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/53.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD16+480.000 0.72 16+482.018 0.80 16+490.000 0.80 16+492.434 0.80 16+500.000 0.50
PT 16+502.434 0.40 16+510.000 0.10
LT 16+512.434 0.00
85 I Inicio 16+584.42116+590.000
LT 16+596.921 0.00 16+600.000 0.12
PC 16+604.421 0.30 16+610.000 0.52 16+611.921 0.60 16+620.000 0.60 16+630.000 0.60 16+636.042 0.60 16+640.000 0.44
PT 16+643.542 0.30 16+650.000 0.04
LT 16+651.042 0.00
86 I Inicio 16+765.95916+770.000
LT 16+778.459 0.00 16+780.000 0.07 16+790.000 0.50
PC 16+799.459 0.91 16+800.000 0.93 16+808.459 1.30 16+810.000 1.30 16+820.000 1.30 16+830.000 1.30 16+837.964 1.30 16+840.000 1.21
PT 16+846.964 0.91 16+850.000 0.78 16+860.000 0.35
LT 16+867.964 0.00
87 D Inicio 16+878.57416+880.00016+890.000
LT 16+891.074 0.00 16+900.000 0.32
PC 16+908.574 0.63 16+910.000 0.68 16+916.074 0.90 16+920.000 0.90 16+930.000 0.90 16+931.321 0.90
PT 16+938.821 0.63 16+940.000 0.59 16+950.000 0.23
![Page 54: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/54.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 16+956.321 0.00
88 D Inicio 17+000.77517+010.000
LT 17+013.275 0.00 17+020.000 0.27 17+030.000 0.67
PC 17+030.775 0.70 17+038.275 1.00 17+040.000 1.00 17+050.000 1.00 17+060.000 1.00 17+067.890 1.00 17+070.000 0.92
PT 17+075.390 0.70 17+080.000 0.52 17+090.000 0.12
LT 17+092.890 0.00
89 I Inicio 17+215.18317+220.000
LT 17+227.683 0.00 17+230.000 0.08 17+240.000 0.44
PC 17+245.183 0.63 17+250.000 0.80 17+252.683 0.90 17+260.000 0.90 17+270.000 0.90 17+280.000 0.90 17+290.000 0.90 17+296.578 0.90 17+300.000 0.78
PT 17+304.078 0.63 17+310.000 0.42 17+320.000 0.06
LT 17+321.578 0.00
90 D Inicio 17+422.09117+430.000
LT 17+434.591 0.00 17+440.000 0.38 17+450.000 1.08 17+460.000 1.78
PC 17+466.591 2.24 17+470.000 2.48 17+474.591 2.80 17+480.000 2.80 17+490.000 2.80 17+500.000 2.80 17+510.000 2.80 17+520.000 2.80 17+527.239 2.80 17+530.000 2.61
PT 17+535.239 2.24 17+540.000 1.91
![Page 55: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/55.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD17+550.000 1.21 17+560.000 0.51
LT 17+567.239 0.00
91 I Inicio 17+648.29217+650.00017+660.000
LT 17+660.792 0.00 17+670.000 0.64 17+680.000 1.34 17+690.000 2.04
PC 17+692.792 2.24 17+700.000 2.74 17+700.792 2.80 17+710.000 2.80 17+720.000 2.80 17+730.000 2.80 17+740.000 2.80 17+750.000 2.80 17+753.618 2.80 17+760.000 2.35
PT 17+761.618 2.24 17+770.000 1.65 17+780.000 0.95 17+790.000 0.25
LT 17+793.618 0.00
92 I Inicio 17+810.96517+820.000
LT 17+823.465 0.00 17+830.000 0.21 17+840.000 0.53
PC 17+840.965 0.56 17+848.465 0.80 17+850.000 0.80 17+860.000 0.80 17+870.000 0.80 17+880.000 0.80 17+890.000 0.80 17+900.000 0.80 17+901.060 0.80
PT 17+908.560 0.56 17+910.000 0.51 17+920.000 0.19
LT 17+926.060 0.00
93 D Inicio 17+948.88817+950.00017+960.000
LT 17+961.388 0.00 17+970.000 0.34 17+980.000 0.74
PC 17+985.888 0.98 17+990.000 1.14 17+996.388 1.40 18+000.000 1.40
![Page 56: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/56.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD18+010.000 1.40 18+020.000 1.40 18+030.000 1.40 18+040.000 1.40 18+050.000 1.40 18+056.305 1.40 18+060.000 1.25
PT 18+066.805 0.98 18+070.000 0.85 18+080.000 0.45 18+090.000 0.05
LT 18+091.305 0.00
94 D Inicio 18+093.51818+100.000
LT 18+106.018 0.00 18+110.000 0.17 18+120.000 0.60 18+130.000 1.03
PC 18+130.518 1.05 18+140.000 1.46 18+141.018 1.50 18+150.000 1.50 18+160.000 1.50 18+170.000 1.50 18+173.229 1.50 18+180.000 1.21
PT 18+183.729 1.05 18+190.000 0.78 18+200.000 0.35
LT 18+208.229 0.00
95 I Inicio 18+257.84118+260.00018+270.000
LT 18+270.341 0.00 18+280.000 0.39
PC 18+280.341 0.40 18+290.000 0.79 18+290.341 0.80 18+300.000 0.80 18+310.000 0.80 18+320.000 0.80 18+330.000 0.80 18+340.000 0.80 18+350.000 0.80 18+360.000 0.80 18+365.694 0.80 18+370.000 0.63
PT 18+375.694 0.40 18+380.000 0.23
LT 18+385.694 0.00
96 I Inicio 18+499.02118+500.00018+510.000
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 18+511.521 0.00
18+520.000 0.30 PC 18+521.521 0.35
18+530.000 0.65 18+531.521 0.70 18+540.000 0.70 18+550.000 0.70 18+551.206 0.70 18+560.000 0.39
PT 18+561.206 0.35 18+570.000 0.04
LT 18+571.206 0.00
97 D Inicio 18+626.28618+630.000
LT 18+638.786 0.00 18+640.000 0.06 18+650.000 0.59 18+660.000 1.11 18+670.000 1.64
PC 18+670.786 1.68 18+678.786 2.10 18+680.000 2.10 18+690.000 2.10 18+700.000 2.10 18+710.000 2.10 18+720.000 2.10 18+730.000 2.10 18+734.060 2.10 18+740.000 1.79
PT 18+742.060 1.68 18+750.000 1.26 18+760.000 0.74 18+770.000 0.21
LT 18+774.060 0.00
98 I Inicio 18+781.32018+790.000
LT 18+793.820 0.00 18+800.000 0.43 18+810.000 1.13 18+820.000 1.83
PC 18+825.820 2.24 18+830.000 2.53 18+833.820 2.80 18+840.000 2.80 18+850.000 2.80 18+860.000 2.80 18+870.000 2.80 18+880.000 2.80 18+890.000 2.80 18+892.517 2.80 18+900.000 2.28
PT 18+900.517 2.24 18+910.000 1.58 18+920.000 0.88
![Page 58: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/58.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD18+930.000 0.18
LT 18+932.517 0.00
99 I Inicio 19+054.30919+060.000
LT 19+066.809 0.00 19+070.000 0.11
PC 19+076.809 0.35 19+080.000 0.46 19+086.809 0.70 19+090.000 0.70 19+100.000 0.70 19+110.000 0.70 19+120.000 0.70 19+130.000 0.70 19+140.000 0.70 19+150.000 0.70 19+160.000 0.70 19+170.000 0.70 19+180.000 0.70 19+184.212 0.70 19+190.000 0.50
PT 19+194.212 0.35 19+200.000 0.15
LT 19+204.212 0.00
100 D Inicio 19+231.14119+240.000
LT 19+243.641 0.00 19+250.000 0.23 19+260.000 0.59
PC 19+261.141 0.63 19+268.641 0.90 19+270.000 0.90 19+280.000 0.90 19+290.000 0.90 19+300.000 0.90 19+310.000 0.90 19+320.000 0.90 19+330.000 0.90 19+340.000 0.90 19+350.000 0.90 19+360.000 0.90 19+370.000 0.90 19+380.000 0.90 19+390.000 0.90 19+400.000 0.90 19+410.000 0.90 19+417.205 0.90 19+420.000 0.80
PT 19+424.705 0.63 19+430.000 0.44 19+440.000 0.08
LT 19+442.205 0.00
101 D Inicio 19+824.482
![Page 59: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/59.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD19+830.000
LT 19+836.982 0.00 19+840.000 0.13 19+850.000 0.56
PC 19+857.982 0.91 19+860.000 1.00 19+866.982 1.30 19+870.000 1.30 19+880.000 1.30 19+890.000 1.30 19+893.098 1.30 19+900.000 1.00
PT 19+902.098 0.91 19+910.000 0.57 19+920.000 0.13
LT 19+923.098 0.00
102 I Inicio 19+920.09719+930.000
LT 19+932.597 0.00 19+940.000 0.27 19+950.000 0.64
PC 19+953.597 0.77 19+960.000 1.00 19+962.597 1.10 19+970.000 1.10 19+980.000 1.10 19+985.275 1.10 19+990.000 0.93
PT 19+994.275 0.77 20+000.000 0.56 20+010.000 0.19
LT 20+015.275 0.00
103 I Inicio 20+191.87020+200.000
LT 20+204.370 0.00 20+210.000 0.20 20+220.000 0.56
PC 20+221.870 0.63 20+229.370 0.90 20+230.000 0.90 20+240.000 0.90 20+250.000 0.90 20+260.000 0.90 20+264.219 0.90 20+270.000 0.69
PT 20+271.719 0.63 20+280.000 0.33
LT 20+289.219 0.00
104 D Inicio 20+356.07720+360.000
LT 20+368.577 0.00 20+370.000 0.03
PC 20+373.577 0.10
![Page 60: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/60.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD20+378.577 0.20 20+380.000 0.20 20+390.000 0.20 20+400.000 0.20 20+409.777 0.20 20+410.000 0.20
PT 20+414.777 0.10 LT 20+419.777 0.00
105 I Inicio 20+545.49720+550.000
LT 20+557.997 0.00 20+560.000 0.07
PC 20+567.997 0.35 20+570.000 0.42 20+577.997 0.70 20+580.000 0.70 20+590.000 0.70 20+600.000 0.70 20+610.000 0.70 20+620.000 0.70 20+630.000 0.70 20+638.866 0.70 20+640.000 0.66
PT 20+648.866 0.35 20+650.000 0.31
LT 20+658.866 0.00
106 D Inicio 20+699.82720+700.00020+710.000
LT 20+712.327 0.00 20+720.000 0.31 20+730.000 0.71
PC 20+733.327 0.84 20+740.000 1.11 20+742.327 1.20 20+750.000 1.20 20+760.000 1.20 20+770.000 1.20 20+780.000 1.20 20+790.000 1.20 20+790.168 1.20
PT 20+799.168 0.84 20+800.000 0.81 20+810.000 0.41 20+820.000 0.01
LT 20+820.168 0.00
107 I Inicio 20+823.85420+830.000
LT 20+836.354 0.00 20+840.000 0.15
PC 20+846.354 0.40 20+850.000 0.55 20+856.354 0.80
![Page 61: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/61.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD20+857.036 0.80 20+860.000 0.68
PT 20+867.036 0.40 20+870.000 0.28
LT 20+877.036 0.00
108 I Inicio 20+939.67920+940.00020+950.000
LT 20+952.179 0.00 20+960.000 0.27
PC 20+962.179 0.35 20+970.000 0.62 20+972.179 0.70 20+973.523 0.70 20+980.000 0.47
PT 20+983.523 0.35 20+990.000 0.12
LT 20+993.523 0.00
109 D Inicio 20+992.06921+000.000
LT 21+004.569 0.00 21+010.000 0.20 21+020.000 0.57
PC 21+025.569 0.77 21+030.000 0.93 21+034.569 1.10 21+036.993 1.10 21+040.000 0.99
PT 21+045.993 0.77 21+050.000 0.62 21+060.000 0.26
LT 21+066.993 0.00
110 I Inicio 21+131.18721+140.000
LT 21+143.687 0.00 21+150.000 0.19
PC 21+153.687 0.30 21+160.000 0.49 21+163.687 0.60 21+170.000 0.60 21+171.977 0.60 21+180.000 0.36
PT 21+181.977 0.30 21+190.000 0.06
LT 21+191.977 0.00
111 D Inicio 21+449.55021+450.00021+460.000
LT 21+462.050 0.00 21+470.000 0.39 21+480.000 0.87
PC 21+486.550 1.19
![Page 62: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/62.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD21+490.000 1.36 21+497.050 1.70 21+500.000 1.70 21+510.000 1.70 21+520.000 1.70 21+530.000 1.70 21+535.970 1.70 21+540.000 1.50
PT 21+546.470 1.19 21+550.000 1.02 21+560.000 0.53 21+570.000 0.05
LT 21+570.970 0.00
112 I Inicio 21+565.64721+570.000
LT 21+578.147 0.00 21+580.000 0.09 21+590.000 0.58 21+600.000 1.06
PC 21+602.647 1.19 21+610.000 1.55 21+613.147 1.70 21+620.000 1.70 21+630.000 1.70 21+640.000 1.70 21+650.000 1.70 21+660.000 1.70 21+660.540 1.70 21+670.000 1.24
PT 21+671.040 1.19 21+680.000 0.75 21+690.000 0.27
LT 21+695.540 0.00
113 D Inicio 21+677.95421+680.00021+690.000
LT 21+690.454 0.00 21+700.000 0.67 21+710.000 1.37 21+720.000 2.07
PC 21+722.454 2.24 21+730.000 2.77 21+730.454 2.80 21+740.000 2.80 21+750.000 2.80 21+760.000 2.80 21+770.000 2.80 21+780.000 2.80 21+790.000 2.80 21+791.931 2.80
PT 21+799.931 2.24 21+800.000 2.24 21+810.000 1.54 21+820.000 0.84
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD21+830.000 0.14
LT 21+831.931 0.00
114 D Inicio 21+854.36321+860.000
LT 21+866.863 0.00 21+870.000 0.11 21+880.000 0.47
PC 21+884.363 0.63 21+890.000 0.83 21+891.863 0.90 21+900.000 0.90 21+910.000 0.90 21+918.814 0.90 21+920.000 0.86
PT 21+926.314 0.63 21+930.000 0.50 21+940.000 0.14
LT 21+943.814 0.00
115A I Inicio 21+959.63921+960.00021+970.000
LT 21+972.139 0.00 21+980.000 0.55 21+990.000 1.25 22+000.000 1.95
PC 22+004.139 2.24 22+010.000 2.65 22+012.139 2.80 22+020.000 2.80 22+030.000 2.80 22+038.333 2.80 22+040.000 2.68
PT 22+046.333 2.24 22+050.000 1.98 22+060.000 1.28 22+070.000 0.58
LT 22+078.333 0.00
115B I Inicio 22+001.83222+010.000
LT 22+014.332 0.00 22+020.000 0.40 22+030.000 1.10 22+040.000 1.80
PC 22+046.332 2.24 22+050.000 2.50 22+054.332 2.80 22+060.000 2.80 22+070.000 2.80 22+080.000 2.80 22+080.526 2.80
PT 22+088.526 2.24 22+090.000 2.14
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD22+100.000 1.44 22+110.000 0.74 22+120.000 0.04
LT 22+120.526 0.00
116 D Inicio 22+132.84122+140.000
LT 22+145.341 0.00 22+150.000 0.16
PC 22+155.341 0.35 22+160.000 0.51 22+165.341 0.70 22+170.000 0.70 22+180.000 0.70 22+190.000 0.70 22+190.051 0.70 22+200.000 0.35
PT 22+200.051 0.35 22+210.000 0.00
LT 22+210.051 0.00
117 I Inicio 22+259.72722+260.00022+270.000
LT 22+272.227 0.00 22+280.000 0.34 22+290.000 0.77
PC 22+293.227 0.91 22+300.000 1.20 22+302.227 1.30 22+310.000 1.30 22+320.000 1.30 22+330.000 1.30 22+333.382 1.30 22+340.000 1.01
PT 22+342.382 0.91 22+350.000 0.58 22+360.000 0.15
LT 22+363.382 0.00
118 D Inicio 22+348.56622+350.00022+360.000
LT 22+361.066 0.00 22+370.000 0.36 22+380.000 0.76
PC 22+385.566 0.98 22+390.000 1.16 22+396.066 1.40 22+400.000 1.40 22+410.000 1.40 22+410.085 1.40 22+420.000 1.00
PT 22+420.585 0.98 22+430.000 0.60 22+440.000 0.20
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 22+445.085 0.00
119 D Inicio 22+542.65022+550.000
LT 22+555.150 0.00 22+560.000 0.16 22+570.000 0.48
PC 22+572.650 0.56 22+580.000 0.80 22+580.150 0.80 22+590.000 0.80 22+600.000 0.80 22+605.024 0.80 22+610.000 0.64
PT 22+612.524 0.56 22+620.000 0.32 22+630.000 0.00
LT 22+630.024 0.00
120 I Inicio 22+632.48922+640.000
LT 22+644.989 0.00 22+650.000 0.15
PC 22+654.989 0.30 22+660.000 0.45 22+664.989 0.60 22+666.375 0.60 22+670.000 0.49
PT 22+676.375 0.30 22+680.000 0.19
LT 22+686.375 0.00
121 D Inicio 22+803.37122+810.000
LT 22+815.871 0.00 22+820.000 0.12
PC 22+820.871 0.15 22+825.871 0.30 22+830.000 0.30 22+839.666 0.30 22+840.000 0.29
PT 22+844.666 0.15 LT 22+849.666 0.00
122 I Inicio 22+902.88922+910.000
LT 22+915.389 0.00 22+920.000 0.18 22+930.000 0.58
PC 22+932.889 0.70 22+940.000 0.98 22+940.389 1.00 22+950.000 1.00 22+960.000 1.00 22+961.055 1.00
PT 22+968.555 0.70
![Page 66: 6 METRADO DE PAVIMENTACION TOCCTO.xls](https://reader035.vdocuments.pub/reader035/viewer/2022081506/55cf8cb85503462b138f44d6/html5/thumbnails/66.jpg)
Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD22+970.000 0.64 22+980.000 0.24
LT 22+986.055 0.00
123 D Inicio 23+010.50323+020.000
LT 23+023.003 0.00 23+030.000 0.24
PC 23+033.003 0.35 23+040.000 0.59 23+043.003 0.70 23+047.067 0.70 23+050.000 0.60
PT 23+057.067 0.35 23+060.000 0.25
LT 23+067.067 0.00
124 I Inicio 23+113.28823+120.000
LT 23+125.788 0.00 23+130.000 0.17
PC 23+135.788 0.40 23+140.000 0.57 23+145.788 0.80 23+149.326 0.80 23+150.000 0.77
PT 23+159.326 0.40 23+160.000 0.37
LT 23+169.326 0.00
125 D Inicio 23+175.48223+180.000
LT 23+187.982 0.00 23+190.000 0.07 23+200.000 0.44
PC 23+208.982 0.77 23+210.000 0.81 23+217.982 1.10 23+220.000 1.10 23+230.000 1.10 23+240.000 1.10 23+242.079 1.10 23+250.000 0.81
PT 23+251.079 0.77 23+260.000 0.44 23+270.000 0.08
LT 23+272.079 0.00
126 I Inicio 23+288.03923+290.00023+300.000
LT 23+300.539 0.00 23+310.000 0.38
PC 23+318.039 0.70 23+320.000 0.78 23+325.539 1.00
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD23+330.000 1.00 23+340.000 1.00 23+348.504 1.00 23+350.000 0.94
PT 23+356.004 0.70 23+360.000 0.54 23+370.000 0.14
LT 23+373.504 0.00
127 D Inicio 23+370.50723+380.000
LT 23+383.007 0.00 23+390.000 0.26 23+400.000 0.62
PC 23+404.007 0.77 23+410.000 0.99 23+413.007 1.10 24+420.000 1.10 23+423.378 1.10 23+430.000 0.86
PT 23+432.378 0.77 23+440.000 0.49 23+450.000 0.12
LT 23+453.378 0.00
128 I Inicio 23+452.92323+460.000
LT 23+465.423 0.00 23+470.000 0.16 23+480.000 0.52
PC 23+482.923 0.63 23+490.000 0.88 23+490.423 0.90 23+500.000 0.90 23+505.884 0.90 23+510.000 0.75
PT 23+513.384 0.63 23+520.000 0.39 23+530.000 0.03
LT 23+530.884 0.00
129 D Inicio 23+542.36523+550.000
LT 23+554.865 0.00 23+560.000 0.18 23+570.000 0.54
PC 23+572.365 0.63 23+579.865 0.90 23+580.000 0.90 23+590.000 0.90 23+591.656 0.90
PT 23+599.156 0.63 23+600.000 0.60 23+610.000 0.24
LT 23+616.656 0.00
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD130 D Inicio 23+682.138
23+690.000LT 23+694.638 0.00
23+700.000 0.17 23+710.000 0.49
PC 23+712.138 0.56 23+719.638 0.80 23+720.000 0.80 23+730.000 0.80 23+739.883 0.80 23+740.000 0.80
PT 23+747.383 0.56 23+750.000 0.48 23+760.000 0.16
LT 23+764.883 0.00
131 I Inicio 23+763.84923+770.000
LT 23+776.349 0.00 23+780.000 0.26 23+790.000 0.96 23+800.000 1.66
PC 23+808.349 2.24 23+810.000 2.36 23+816.349 2.80 23+820.000 2.80 23+830.000 2.80 23+840.000 2.80 23+850.000 2.80 23+860.000 2.80 23+870.000 2.80 23+873.731 2.80 23+880.000 2.36
PT 23+881.731 2.24 23+890.000 1.66 23+900.000 0.96 23+910.000 0.26
LT 23+913.731 0.00
132 I Inicio 23+960.58123+970.000
LT 23+973.081 0.00 23+980.000 0.25 23+990.000 0.62
PC 23+994.081 0.77 24+000.000 0.99 24+003.081 1.10 24+010.000 1.10 24+011.812 1.10 24+020.000 0.80
PT 24+020.812 0.77 24+030.000 0.43 24+040.000 0.07
LT 24+041.812 0.00
133 D Inicio 24+028.179
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD24+030.00024+040.000
LT 24+040.679 0.00 24+050.000 0.65 24+060.000 1.35 24+070.000 2.05
PC 24+072.679 2.24 24+080.000 2.75 24+080.679 2.80 24+090.000 2.80 24+100.000 2.80 24+110.000 2.80 24+120.000 2.80 24+130.000 2.80 24+131.781 2.80
PT 24+139.781 2.24 24+140.000 2.22 24+150.000 1.52 24+160.000 0.82 24+170.000 0.12
LT 24+171.781 0.00
134 D Inicio 24+200.13824+210.000
LT 24+212.638 0.00 PC 24+217.638 0.15
24+220.000 0.22 24+222.638 0.30 24+230.000 0.30 24+240.000 0.30 24+250.000 0.30 24+260.000 0.30 24+270.000 0.30 24+280.000 0.30 24+290.000 0.30 24+300.000 0.30 24+310.000 0.30 24+320.000 0.30 24+330.000 0.30 24+333.182 0.30
PT 24+338.182 0.15 24+340.000 0.10
LT 24+343.182 0.00
135 I Inicio 24+380.23424+390.000
LT 24+392.734 0.00 24+400.000 0.24
PC 24+400.234 0.25 24+407.734 0.50 24+410.000 0.50 24+420.000 0.50 24+424.217 0.50 24+430.000 0.31
PT 24+431.717 0.25 LT 24+439.217 0.00
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD
136 D Inicio 24+467.58524+470.00024+480.000
LT 24+480.085 0.00 PC 24+487.585 0.25
24+490.000 0.33 24+495.085 0.50 25+500.000 0.50 25+510.000 0.50 25+520.000 0.50 25+530.000 0.50 24+533.861 0.50 24+540.000 0.30
PT 24+541.361 0.25 LT 24+548.861 0.00
137 I Inicio 24+579.37224+580.00024+590.000
LT 24+591.872 0.00 24+600.000 0.30 24+610.000 0.66
PC 24+612.872 0.77 24+620.000 1.03 24+621.872 1.10 24+630.000 1.10 24+640.000 1.10 24+650.000 1.10 24+660.000 1.10 24+667.518 1.10 24+670.000 1.01
PT 24+676.518 0.77 24+680.000 0.64 24+690.000 0.28
LT 24+697.518 0.00
138 D Inicio 24+686.18324+690.000
LT 24+698.683 0.00 24+700.000 0.05 24+710.000 0.41
PC 24+719.683 0.77 24+720.000 0.78 24+728.683 1.10 24+730.000 1.10 24+740.000 1.10 24+750.000 1.10 24+760.000 1.10 24+762.581 1.10 24+770.000 0.83
PT 24+771.581 0.77 24+780.000 0.46 24+790.000 0.09
LT 24+792.581 0.00
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD139 I Inicio 24+796.803
24+800.000LT 24+809.303 0.00
24+810.000 0.02 PC 24+819.303 0.35
24+820.000 0.37 24+829.303 0.70 24+830.000 0.70 24+836.617 0.70 24+840.000 0.58
PT 24+846.617 0.35 24+850.000 0.23
LT 24+856.617 0.00
140 I Inicio 24+968.32224+970.00024+980.000
LT 24+980.822 0.00 24+990.000 0.64 25+000.000 1.34 25+010.000 2.04
PC 25+012.822 2.24 25+020.000 2.74 25+020.822 2.80 25+030.000 2.80 25+040.000 2.80 25+050.000 2.80 25+054.092 2.80 25+060.000 2.39
PT 25+062.092 2.24 25+070.000 1.69 25+080.000 0.99 25+090.000 0.29
LT 25+094.092 0.00
141 D Inicio 25+119.12125+120.00025+130.000
LT 25+131.621 0.00 25+140.000 0.34
PC 25+149.121 0.70 25+150.000 0.74 25+156.621 1.00 25+160.000 1.00 25+170.000 1.00 25+180.000 1.00 25+190.000 1.00 25+200.000 1.00 25+210.000 1.00 25+220.000 1.00 25+230.000 1.00 25+240.000 1.00 25+250.000 1.00 25+260.000 1.00 25+270.000 1.00 25+280.000 1.00
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD25+290.000 1.00 25+300.000 1.00 25+310.000 1.00 25+320.000 1.00 25+330.000 1.00 25+336.713 1.00 25+340.000 0.87
PT 25+344.213 0.70 25+350.000 0.47 25+360.000 0.07
LT 25+361.713 0.00
142 D Inicio 25+419.40025+420.00025+430.000
LT 25+431.900 0.00 PC 25+436.900 0.20
25+440.000 0.32 25+441.900 0.40 24+450.000 0.40 24+460.000 0.40 24+470.000 0.40 24+480.000 0.40 24+490.000 0.40 24+500.000 0.40 25+508.058 0.40 25+510.000 0.32
PT 25+513.058 0.20 LT 25+518.058 0.00
143 I Inicio 25+562.58125+570.000
LT 25+575.081 0.00 25+580.000 0.18 25+590.000 0.54
PC 25+592.581 0.63 25+600.000 0.90 25+600.081 0.90 25+610.000 0.90 25+611.198 0.90
PT 25+618.698 0.63 25+620.000 0.58 25+630.000 0.22
LT 25+636.198 0.00
144 D Inicio 25+630.01025+640.000
LT 25+642.510 0.00 25+650.000 0.32 25+660.000 0.76
PC 25+663.510 0.91 25+670.000 1.19 25+672.510 1.30 25+680.000 1.30 25+687.831 1.30 25+690.000 1.21
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDPT 25+696.831 0.91
25+700.000 0.77 25+710.000 0.34
LT 25+717.831 0.00
145 I Inicio 25+703.77725+710.000
LT 25+716.277 0.00 25+720.000 0.20 25+730.000 0.74 25+740.000 1.29
PC 25+740.777 1.33 25+750.000 1.83 25+751.277 1.90 25+760.000 1.90 25+766.694 1.90 25+770.000 1.72
PT 25+777.194 1.33 25+780.000 1.18 25+790.000 0.63 25+800.000 0.09
LT 25+801.694 0.00
146 I Inicio 25+814.87025+820.000
LT 25+827.370 0.00 25+830.000 0.11 25+840.000 0.51
PC 25+848.370 0.84 25+850.000 0.91 25+857.370 1.20 25+860.000 1.20 25+866.927 1.20 25+870.000 1.08
PT 25+875.927 0.84 25+880.000 0.68 25+890.000 0.28
LT 25+896.927 0.00
147 D Inicio 25+930.05625+940.000
LT 25+942.556 0.00 25+950.000 0.32 25+960.000 0.76
PC 25+963.556 0.91 25+970.000 1.19 25+972.556 1.30 25+979.517 1.30 25+980.000 1.28
PT 25+988.517 0.91 25+990.000 0.85 26+000.000 0.41
LT 26+009.517 0.00
148 I Inicio 26+008.21226+010.000
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD26+020.000
LT 26+020.712 0.00 26+030.000 0.33
PC 26+030.712 0.35 26+040.000 0.68 26+040.712 0.70 26+043.925 0.70 26+050.000 0.49
PT 26+053.925 0.35 26+060.000 0.14
LT 26+063.925 0.00
149 I Inicio 26+202.95126+210.000
LT 26+215.451 0.00 26+220.000 0.15
PC 26+222.951 0.25 26+230.000 0.48 26+230.451 0.50 26+240.000 0.50 26+245.776 0.50 26+250.000 0.36
PT 26+253.276 0.25 26+260.000 0.03
LT 26+260.776 0.00
150 D Inicio 26+389.92626+390.00026+400.000
LT 26+402.426 0.00 26+410.000 0.27
PC 26+419.926 0.63 26+420.000 0.63 26+427.426 0.90 26+430.000 0.90 26+440.000 0.90 26+449.412 0.90 26+450.000 0.88
PT 26+456.912 0.63 26+460.000 0.52 26+470.000 0.16
LT 26+474.412 0.00
151 D Inicio 26+474.05926+480.000
LT 26+486.559 0.00 26+490.000 0.14 26+500.000 0.54
PC 26+507.559 0.84 26+510.000 0.94 26+516.559 1.20 26+520.000 1.20 26+525.440 1.20 26+530.000 1.02
PT 26+534.440 0.84 26+540.000 0.62
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD26+550.000 0.22
LT 26+555.440 0.00
152 I Inicio 26+546.55526+550.000
LT 26+559.055 0.00 26+560.000 0.03 26+570.000 0.40 26+580.000 0.77
PC 26+580.055 0.77 26+589.055 1.10 26+590.000 1.10 26+600.000 1.10 26+610.000 1.10 26+610.430 1.10
PT 26+619.430 0.77 26+620.000 0.75 26+630.000 0.38 26+640.000 0.02
LT 26+640.430 0.00
153 I Inicio 26+645.61526+650.000
LT 26+658.115 0.00 26+660.000 0.08 26+670.000 0.48
PC 26+679.115 0.84 26+680.000 0.88 26+688.115 1.20 26+690.000 1.20 26+696.722 1.20 26+700.000 1.07
PT 26+705.722 0.84 26+710.000 0.67 26+720.000 0.27
LT 26+726.722 0.00
154 D Inicio 26+759.94326+760.00026+770.000
LT 26+772.443 0.00 26+780.000 0.26
PC 26+782.443 0.35 26+790.000 0.61 26+792.443 0.70 26+800.000 0.70 26+804.579 0.70 26+810.000 0.51
PT 26+814.579 0.35 26+820.000 0.16
LT 26+824.579 0.00
155 I Inicio 26+947.57726+950.00026+960.000
LT 26+960.077 0.00
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD26+970.000 0.36 26+980.000 0.73
PC 26+981.077 0.77 26+990.000 1.10 26+990.077 1.10 27+000.000 1.10 27+007.829 1.10 27+010.000 1.02
PT 27+016.829 0.77 27+020.000 0.65 27+030.000 0.29
LT 27+037.829 0.00
156 D Inicio 27+097.35927+100.000
LT 27+109.859 0.00 27+110.000 0.01 27+120.000 0.37 27+130.000 0.74
PC 27+130.859 0.77 27+139.859 1.10 27+140.000 1.10 27+150.000 1.10 27+160.000 1.10 27+165.306 1.10 27+170.000 0.93
PT 27+174.306 0.77 27+180.000 0.56 27+190.000 0.19
LT 27+195.306 0.00
157 I Inicio 27+266.95427+270.000
LT 27+279.454 0.00 27+280.000 0.02 27+290.000 0.39 27+300.000 0.75
PC 27+300.454 0.77 27+309.454 1.10 27+310.000 1.10 27+317.688 1.10 27+320.000 1.02
PT 27+326.688 0.77 27+330.000 0.65 27+340.000 0.28
LT 27+347.688 0.00
158 I Inicio 27+405.51627+410.000
LT 27+418.016 0.00 27+420.000 0.08
PC 27+428.016 0.40 27+430.000 0.48 27+438.016 0.80 27+440.000 0.80 27+444.213 0.80
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD27+450.000 0.57
PT 27+454.213 0.40 27+460.000 0.17
LT 27+464.213 0.00
159 D Inicio 27+490.79427+500.000
LT 27+503.294 0.00 27+510.000 0.22
PC 27+510.794 0.25 27+518.294 0.50 27+520.000 0.50 27+530.000 0.50 27+540.000 0.50 27+549.565 0.50 27+550.000 0.49
PT 27+557.065 0.25 27+560.000 0.15
LT 27+564.565 0.00
160 D Inicio 27+664.80027+670.000
LT 27+677.300 0.00 27+680.000 0.10 27+690.000 0.46
PC 27+694.800 0.63 27+700.000 0.82 27+702.300 0.90 27+710.000 0.90 27+710.920 0.90
PT 27+718.420 0.63 27+720.000 0.57 27+730.000 0.21
LT 27+735.920 0.00
161 I Inicio 27+730.78227+740.000
LT 27+743.282 0.00 27+750.000 0.27 27+760.000 0.67
PC 27+760.782 0.70 27+768.282 1.00 27+770.000 1.00 27+773.179 1.00 27+780.000 0.73
PT 27+780.679 0.70 27+790.000 0.33
LT 27+798.179 0.00
162 I Inicio 27+863.26927+870.000
LT 27+875.769 0.00 27+880.000 0.11
PC 27+883.269 0.20 27+890.000 0.38 27+890.769 0.40
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD27+900.000 0.40 27+910.000 0.40 27+917.529 0.40 27+920.000 0.33
PT 27+925.029 0.20 27+930.000 0.07
LT 27+932.529 0.00
163 D Inicio 27+979.11927+980.00027+990.000
LT 27+991.619 0.00 28+000.000 0.29
PC 28+001.619 0.35 28+010.000 0.64 28+011.619 0.70 28+020.000 0.70 28+026.852 0.70 28+030.000 0.59
PT 28+036.852 0.35 28+040.000 0.24
LT 28+046.852 0.00
164 I Inicio 28+095.61128+100.000
LT 28+108.111 0.00 28+110.000 0.07
PC 28+118.111 0.35 28+120.000 0.42 28+128.111 0.70 28+130.000 0.70 28+140.000 0.70 28+146.341 0.70 28+150.000 0.57
PT 28+156.341 0.35 28+160.000 0.22
LT 28+166.341 0.00
165 D Inicio 28+181.59928+190.000
LT 28+194.099 0.00 28+200.000 0.22 28+210.000 0.58
PC 28+215.099 0.77 28+220.000 0.95 28+224.099 1.10 28+230.000 1.10 28+237.336 1.10 28+240.000 1.00
PT 28+246.336 0.77 28+250.000 0.64 28+260.000 0.27
LT 28+267.336 0.00
166 D Inicio 28+311.19728+320.000
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 28+323.697 0.00
28+330.000 0.22 PC 28+333.697 0.35
28+340.000 0.57 28+343.697 0.70 28+349.468 0.70 28+350.000 0.68
PT 28+359.468 0.35 28+360.000 0.33
LT 28+369.468 0.00
167 D Inicio 28+467.71228+470.00028+480.000
LT 28+480.212 0.00 28+490.000 0.35
PC 28+497.712 0.63 28+500.000 0.71 28+505.212 0.90 28+510.000 0.90 28+520.000 0.90 28+530.000 0.90 28+537.748 0.90 28+540.000 0.82
PT 28+545.248 0.63 28+550.000 0.46 28+560.000 0.10
LT 28+562.748 0.00
168 I Inicio 28+683.46028+690.000
LT 28+695.960 0.00 28+700.000 0.24 28+710.000 0.84 28+720.000 1.44
PC 28+727.960 1.92 28+730.000 2.04 28+735.960 2.40 28+740.000 2.40 28+750.000 2.40 28+760.000 2.40 28+770.000 2.40 28+774.592 2.40 28+780.000 2.08
PT 28+782.592 1.92 28+790.000 1.48 28+800.000 0.88 28+810.000 0.28
LT 28+814.592 0.00
169 D Inicio 28+801.93228+810.000
LT 28+814.432 0.00 28+820.000 0.24 28+830.000 0.67
PC 28+835.432 0.91
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD28+840.000 1.11 28+844.432 1.30 28+850.000 1.30 28+860.000 1.30 28+870.000 1.30 28+880.000 1.30 28+884.249 1.30 28+890.000 1.05
PT 28+893.249 0.91 28+900.000 0.62 28+910.000 0.18
LT 28+914.249 0.00
170 I Inicio 28+901.52528+910.000
LT 28+914.025 0.00 28+920.000 0.26 28+930.000 0.68
PC 28+938.525 1.05 28+940.000 1.11 28+949.025 1.50 28+950.000 1.50 28+955.022 1.50 28+960.000 1.29
PT 28+965.522 1.05 28+970.000 0.86 28+980.000 0.43 28+990.000 0.00
LT 28+990.022 0.00
171 I Inicio 29+034.20529+040.000
LT 29+046.705 0.00 29+050.000 0.12 29+060.000 0.48
PC 29+064.205 0.63 29+070.000 0.84 29+071.705 0.90 29+080.000 0.90 29+090.000 0.90 29+100.000 0.90 29+110.000 0.90 29+120.000 0.90 29+130.000 0.90 29+140.000 0.90 29+150.000 0.90 29+160.000 0.90 29+170.000 0.90 29+173.482 0.90 29+180.000 0.67
PT 29+180.982 0.63 29+190.000 0.31
LT 29+198.482 0.00
172 D Inicio 29+218.17729+220.000
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD29+230.000
LT 29+230.677 0.00 29+240.000 0.30
PC 29+248.177 0.56 29+250.000 0.62 29+255.677 0.80 29+260.000 0.80 29+270.000 0.80 29+270.254 0.80
PT 29+277.754 0.56 29+280.000 0.49 29+290.000 0.17
LT 29+295.254 0.00
173 D Inicio 29+319.97829+320.00029+330.000
LT 29+332.478 0.00 29+340.000 0.28 29+350.000 0.64
PC 29+353.478 0.77 29+360.000 1.01 29+362.478 1.10 29+370.000 1.10 29+380.000 1.10 29+390.000 1.10 29+400.000 1.10 29+410.000 1.10 29+420.000 1.10 29+430.000 1.10 29+433.056 1.10 29+440.000 0.85
PT 29+442.056 0.77 29+450.000 0.48 29+460.000 0.11
LT 29+463.056 0.00
174A D Inicio 29+647.05829+650.000
LT 29+659.558 0.00 29+660.000 0.03 29+670.000 0.73 29+680.000 1.43 29+690.000 2.13
PC 29+691.558 2.24 29+699.558 2.80 29+700.000 2.80 29+710.000 2.80 29+720.000 2.80 29+723.971 2.80 29+730.000 2.38
PT 29+731.971 2.24 29+740.000 1.68 29+750.000 0.98 29+760.000 0.28
LT 29+763.971 0.00
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD
174B D Inicio 29+687.47029+690.000
LT 29+699.970 0.00 29+700.000 0.00 29+710.000 0.70 29+720.000 1.40 29+730.000 2.10
PC 29+731.970 2.24 29+739.970 2.80 29+740.000 2.80 29+750.000 2.80 29+760.000 2.80 29+764.383 2.80 29+770.000 2.41
PT 29+772.383 2.24 29+780.000 1.71 29+790.000 1.01 29+800.000 0.31
LT 29+804.383 0.00
175 I Inicio 29+792.21429+800.000
LT 29+804.714 0.00 29+810.000 0.19 29+820.000 0.56
PC 29+825.714 0.77 29+830.000 0.93 29+834.714 1.10 29+840.000 1.10 29+850.000 1.10 29+860.000 1.10 29+870.000 1.10 29+879.399 1.10 29+880.000 1.08
PT 29+888.399 0.77 29+890.000 0.71 29+900.000 0.34
LT 29+909.399 0.00
176 I Inicio 29+920.75129+930.000
LT 29+933.251 0.00 29+940.000 0.25 29+950.000 0.61
PC 29+954.251 0.77 29+960.000 0.98 29+963.251 1.10 29+970.000 1.10 29+980.000 1.10 29+990.000 1.10 30+000.000 1.10 30+010.000 1.10 30+017.647 1.10 30+020.000 1.01
PT 30+026.647 0.77
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD30+030.000 0.65 30+040.000 0.28
LT 30+047.647 0.00
177 I Inicio 30+119.99530+120.00030+130.000
LT 30+132.495 0.00 30+140.000 0.26
PC 30+142.495 0.35 30+150.000 0.61 30+152.495 0.70 30+160.000 0.70 30+168.655 0.70 30+170.000 0.65
PT 30+178.655 0.35 30+180.000 0.30
LT 30+188.655 0.00
178 I Inicio 30+275.40130+280.000
LT 30+287.901 0.00 30+290.000 0.07
PC 30+297.901 0.35 30+300.000 0.42 30+307.901 0.70 30+310.000 0.70 30+318.299 0.70 30+320.000 0.64
PT 30+328.299 0.35 30+330.000 0.29
LT 30+338.299 0.00
179 D Inicio 30+570.74130+580.000
LT 30+583.241 0.00 30+590.000 0.23
PC 30+590.741 0.25 30+598.241 0.50 30+600.000 0.50 30+608.583 0.50 30+610.000 0.45
PT 30+616.083 0.25 30+620.000 0.12
LT 30+623.583 0.00
180 I Inicio 30+861.31730+870.000
LT 30+873.817 0.00 30+880.000 0.22
PC 30+883.817 0.35 30+890.000 0.57 30+893.817 0.70 30+900.000 0.70 30+902.913 0.70 30+910.000 0.45
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDPT 30+912.913 0.35
30+920.000 0.10 LT 30+922.913 0.00
181A I Inicio 31+102.57631+110.000
LT 31+115.076 0.00 31+120.000 0.34 31+130.000 1.04 31+140.000 1.74
PC 31+147.076 2.24 31+150.000 2.44 31+155.076 2.80 31+160.000 2.80 31+170.000 2.80 31+178.380 2.80 31+180.000 2.69
PT 31+186.380 2.24 31+190.000 1.99 31+200.000 1.29 31+210.000 0.59
LT 31+218.380 0.00
181B I Inicio 31+141.87931+150.000
LT 31+154.379 0.00 31+160.000 0.39 31+170.000 1.09 31+180.000 1.79
PC 31+186.379 2.24 31+190.000 2.49 31+194.379 2.80 31+200.000 2.80 31+210.000 2.80 31+217.683 2.80 31+220.000 2.64
PT 31+225.683 2.24 31+230.000 1.94 31+240.000 1.24 31+250.000 0.54
LT 31+257.683 0.00
182 D Inicio 31+296.47931+300.000
LT 31+308.979 0.00 31+310.000 0.04
PC 31+318.979 0.35 31+320.000 0.39 31+328.979 0.70 31+330.000 0.70 31+340.000 0.70 31+350.000 0.70 31+352.954 0.70 31+360.000 0.45
PT 31+362.954 0.35 31+370.000 0.10
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 31+372.954 0.00
183 D Inicio 31+483.48131+490.000
LT 31+495.981 0.00 31+500.000 0.12
PC 31+505.981 0.30 31+510.000 0.42 31+515.981 0.60 31+520.000 0.60 31+530.000 0.60 31+540.000 0.60 31+547.735 0.60 31+550.000 0.53
PT 31+557.735 0.30 31+560.000 0.23
LT 31+567.735 0.00
184 I Inicio 31+706.32431+710.000
LT 31+718.824 0.00 31+720.000 0.05
PC 31+728.824 0.40 31+730.000 0.45 31+738.824 0.80 31+740.000 0.80 31+748.978 0.80 31+750.000 0.76
PT 31+758.978 0.40 31+760.000 0.36
LT 31+768.978 0.00
185 D Inicio 31+857.35631+860.000
LT 31+869.856 0.00 31+870.000 0.01
PC 31+879.856 0.40 31+880.000 0.41 31+889.856 0.80 31+890.000 0.80 31+900.000 0.80 31+910.000 0.80 31+920.000 0.80 31+930.000 0.80 31+940.000 0.80 31+950.000 0.80 31+960.000 0.80 31+970.000 0.80 31+980.000 0.80 31+990.000 0.80 32+000.000 0.80 32+010.000 0.80 32+020.000 0.80 32+030.000 0.80 32+040.000 0.80 32+050.000 0.80
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD32+060.000 0.80 32+070.000 0.80 32+080.000 0.80 32+090.000 0.80 32+096.278 0.80 32+100.000 0.65
PT 32+106.278 0.40 32+110.000 0.25
LT 32+116.278 0.00
186 D Inicio 32+233.04132+240.000
LT 32+245.541 0.00 32+250.000 0.13
PC 32+250.541 0.15 32+255.541 0.30 32+260.000 0.30 32+270.000 0.30 32+280.000 0.30 32+290.000 0.30 32+298.250 0.30 32+300.000 0.25
PT 32+303.250 0.15 LT 32+308.250 0.00
187 I Inicio 32+563.39032+570.000
LT 32+575.890 0.00 32+580.000 0.12
PC 32+580.890 0.15 32+585.890 0.30 32+590.000 0.30 32+600.000 0.30 32+610.000 0.30 32+620.000 0.30 32+630.000 0.30 32+631.372 0.30
PT 32+636.372 0.15 32+640.000 0.04
LT 32+641.372 0.00
188 I Inicio 32+789.88032+790.00032+800.000
LT 32+802.380 0.00 32+810.000 0.27
PC 32+819.880 0.63 32+820.000 0.63 32+827.380 0.90 32+830.000 0.90 32+840.000 0.90 32+850.000 0.90 32+860.000 0.90 32+870.000 0.90 32+880.000 0.90 32+890.000 0.90
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD32+900.000 0.90 32+910.000 0.90 32+919.024 0.90 32+920.000 0.86
PT 32+926.524 0.63 32+930.000 0.50 32+940.000 0.14
LT 32+944.024 0.00
189 D Inicio 32+974.05832+980.000
LT 32+986.558 0.00 32+990.000 0.12
PC 32+996.558 0.35 33+000.000 0.47 33+006.558 0.70 33+010.000 0.70 33+020.000 0.70 33+030.000 0.70 33+040.000 0.70 33+050.000 0.70 33+060.000 0.70 33+070.000 0.70 33+080.000 0.70 33+090.000 0.70 33+100.000 0.70 33+110.000 0.70 33+120.000 0.70 33+130.000 0.70 33+140.000 0.70 33+150.000 0.70 33+160.000 0.70 33+163.315 0.70 33+170.000 0.47
PT 33+173.315 0.35 33+180.000 0.12
LT 33+183.315 0.00
190 D Inicio 33+473.16933+480.000
LT 33+485.669 0.00 33+490.000 0.17
PC 33+490.669 0.20 33+495.669 0.40 33+500.000 0.40 33+510.000 0.40 33+520.000 0.40 33+530.000 0.40 33+540.000 0.40 33+550.000 0.40 33+560.000 0.40 33+570.000 0.40 33+580.000 0.40 33+590.000 0.40 33+600.000 0.40 33+610.000 0.40
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD33+620.000 0.40 33+630.000 0.40 33+640.000 0.40 33+644.576 0.40
PT 33+649.576 0.20 33+650.000 0.18
LT 33+654.576 0.00
191 I Inicio 33+690.72533+700.000
LT 33+703.225 0.00 PC 33+708.225 0.20
33+710.000 0.27 33+713.225 0.40 33+720.000 0.40 33+730.000 0.40 33+740.000 0.40 33+750.000 0.40 33+760.000 0.40 33+770.000 0.40 33+780.000 0.40 33+790.000 0.40 33+800.000 0.40 33+810.000 0.40 33+820.000 0.40 33+830.000 0.40 33+840.000 0.40 33+850.000 0.40 33+860.000 0.40 33+870.000 0.40 33+880.000 0.40 33+890.000 0.40 33+900.000 0.40 33+910.000 0.40 33+920.000 0.40 33+930.000 0.40 33+940.000 0.40 33+950.000 0.40 33+960.000 0.40 33+960.057 0.40
PT 33+965.057 0.20 33+970.000 0.00
LT 33+970.057 0.00
192 I Inicio 34+065.29734+070.000
LT 34+077.797 0.00 34+080.000 0.06
PC 34+087.797 0.25 34+090.000 0.31 34+097.797 0.50 34+100.000 0.50 34+110.000 0.50 34+120.000 0.50 34+126.409 0.50 34+130.000 0.41
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDPT 34+136.409 0.25
34+140.000 0.16 LT 34+146.409 0.00
193 D Inicio 34+176.26334+180.000
LT 34+188.763 0.00 34+190.000 0.03
PC 34+198.763 0.25 34+200.000 0.28 34+208.763 0.50 34+210.000 0.50 34+220.000 0.50 34+229.880 0.50 34+230.000 0.50
PT 34+239.880 0.25 34+240.000 0.25
LT 34+249.880 0.00
194 I Inicio 34+575.89334+580.000
LT 34+588.393 0.00 34+590.000 0.04
PC 34+595.893 0.20 34+600.000 0.31 34+603.393 0.40 34+610.000 0.40 34+620.000 0.40 34+630.000 0.40 34+640.000 0.40 34+650.000 0.40 34+660.000 0.40 34+665.052 0.40 34+670.000 0.27
PT 34+672.552 0.20 34+680.000 0.00
LT 34+680.052 0.00
195 D Inicio 34+773.67434+780.000
LT 34+786.174 0.00 34+790.000 0.10
PC 34+793.674 0.20 34+800.000 0.37 34+801.174 0.40 34+810.000 0.40 34+820.000 0.40 34+830.000 0.40 34+834.229 0.40 34+840.000 0.25
PT 34+841.729 0.20 LT 34+849.229 0.00
196 I Inicio 34+912.22034+920.000
LT 34+924.720 0.00
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD34+930.000 0.15 34+940.000 0.43
PC 34+942.220 0.49 34+949.720 0.70 34+950.000 0.70 34+960.000 0.70 34+970.000 0.70 34+980.000 0.70 34+990.000 0.70 35+000.000 0.70 35+010.000 0.70 35+017.369 0.70 35+020.000 0.63
PT 35+024.869 0.49 35+030.000 0.35 35+040.000 0.07
LT 35+042.369 0.00
197 I Inicio 35+189.77735+190.00035+200.000
LT 35+202.277 0.00 PC 35+209.777 0.20
35+210.000 0.21 35+217.277 0.40 35+220.000 0.40 35+230.000 0.40 35+240.000 0.40 35+250.000 0.40 35+260.000 0.40 35+270.000 0.40 35+280.000 0.40 35+281.639 0.40
PT 35+289.139 0.20 35+290.000 0.18
LT 35+296.639 0.00
198 I Inicio 35+508.78535+510.00035+520.000
LT 35+521.285 0.00 35+530.000 0.22
PC 35+531.285 0.25 35+540.000 0.47 35+541.285 0.50 35+550.000 0.50 35+560.000 0.50 35+570.000 0.50 35+575.972 0.50 35+580.000 0.40
PT 35+585.972 0.25 35+590.000 0.15
LT 35+595.972 0.00
199 D Inicio 35+711.61135+720.000
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 35+724.111 0.00
35+730.000 0.16 PC 35+731.611 0.20
35+739.111 0.40 35+740.000 0.40 35+750.000 0.40 35+760.000 0.40 35+770.000 0.40 35+780.000 0.40 35+790.000 0.40 35+800.000 0.40 35+810.000 0.40 35+820.000 0.40 35+827.318 0.40 35+830.000 0.33
PT 35+834.818 0.20 35+840.000 0.06
LT 35+842.318 0.00
200 I Inicio 35+949.36935+950.00035+960.000
LT 35+961.869 0.00 PC 35+966.869 0.15
35+970.000 0.24 35+971.869 0.30 35+980.000 0.30 35+990.000 0.30 36+000.000 0.30 36+010.000 0.30 36+020.000 0.30 36+030.000 0.30 36+040.000 0.30 36+050.000 0.30 36+060.000 0.30 36+070.000 0.30 36+080.000 0.30 36+090.000 0.30 36+100.000 0.30 36+110.000 0.30 36+120.000 0.30 36+130.000 0.30 36+140.000 0.30 36+150.000 0.30 36+160.000 0.30 36+170.000 0.30 36+180.000 0.30 36+190.000 0.30 36+200.000 0.30 36+210.000 0.30 36+220.000 0.30 36+230.000 0.30 36+240.000 0.30 36+250.000 0.30 36+260.000 0.30 36+270.000 0.30
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD36+280.000 0.30 36+290.000 0.30 36+292.949 0.30
PT 36+297.949 0.15 36+300.000 0.09
LT 36+302.949 0.00
201 D Inicio 36+488.38736+490.00036+500.000
LT 36+500.887 0.00 36+510.000 0.22
PC 36+518.387 0.42 36+520.000 0.46 36+525.887 0.60 36+530.000 0.60 36+540.000 0.60 36+550.000 0.60 36+560.000 0.60 36+564.527 0.60 36+570.000 0.47
PT 36+572.027 0.42 36+580.000 0.23
LT 36+589.527 0.00
202 I Inicio 36+617.89736+620.00036+630.000
LT 36+630.397 0.00 36+640.000 0.26 36+650.000 0.52
PC 36+651.397 0.56 36+660.000 0.79 36+660.397 0.80 36+670.000 0.80 36+680.000 0.80 36+690.000 0.80 36+700.000 0.80 36+710.000 0.80 36+720.000 0.80 36+730.000 0.80 36+740.000 0.80 36+748.022 0.80 36+750.000 0.75
PT 36+757.022 0.56 36+760.000 0.48 36+770.000 0.21
LT 36+778.022 0.00
203 I Inicio 36+790.57536+800.000
LT 36+803.075 0.00 36+810.000 0.14
PC 36+813.075 0.20 36+820.000 0.34 36+823.075 0.40
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD36+830.000 0.40 36+840.000 0.40 36+850.000 0.40 36+860.000 0.40 36+870.000 0.40 36+880.000 0.40 36+890.000 0.40 36+900.000 0.40 36+910.000 0.40 36+920.000 0.40 36+925.218 0.40 36+930.000 0.30
PT 36+935.218 0.20 36+940.000 0.10
LT 36+945.218 0.00
204 D Inicio 37+079.62737+080.00037+090.000
LT 37+092.127 0.00 37+100.000 0.19
PC 37+109.627 0.42 37+110.000 0.43 37+117.127 0.60 37+120.000 0.60 37+130.000 0.60 37+140.000 0.60 37+150.000 0.60 37+160.000 0.60 37+170.000 0.60 37+180.000 0.60 37+190.000 0.60 37+200.000 0.60 37+210.000 0.60 37+220.000 0.60 37+230.000 0.60 37+240.000 0.60 37+250.000 0.60 37+260.000 0.60 37+270.000 0.60 37+280.000 0.60 37+286.905 0.60 37+290.000 0.53
PT 37+294.405 0.42 37+300.000 0.29 37+310.000 0.05
LT 37+311.905 0.00
205 D Inicio 37+376.82037+380.000
LT 37+389.320 0.00 37+390.000 0.02
PC 37+394.320 0.15 37+399.320 0.30 37+400.000 0.30 37+410.000 0.30
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD37+420.000 0.30 37+430.000 0.30 37+440.000 0.30 37+450.000 0.30 37+460.000 0.30 37+470.000 0.30 37+480.000 0.30 37+490.000 0.30 37+499.421 0.30 37+500.000 0.28
PT 37+504.421 0.15 LT 37+509.421 0.00
206 D Inicio 37+920.60337+930.000
LT 37+933.103 0.00 37+940.000 0.17 37+950.000 0.41
PC 37+950.603 0.42 37+958.103 0.60 37+960.000 0.60 37+970.000 0.60 37+980.000 0.60 37+990.000 0.60 38+000.000 0.60 38+010.000 0.60 38+020.000 0.60 38+030.000 0.60 38+040.000 0.60 38+050.000 0.60 38+060.000 0.60 38+070.000 0.60 38+078.996 0.60 38+080.000 0.58
PT 38+086.496 0.42 38+090.000 0.34 38+100.000 0.10
LT 38+103.996 0.00
207 I Inicio 38+150.08238+160.000
LT 38+162.582 0.00 38+170.000 0.18 38+180.000 0.42
PC 38+180.082 0.42 38+187.582 0.60 38+190.000 0.60 38+200.000 0.60 38+210.000 0.60 38+220.000 0.60 38+230.000 0.60 38+240.000 0.60 38+250.000 0.60 38+260.000 0.60 38+270.000 0.60 38+280.000 0.60
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD38+290.000 0.60 38+300.000 0.60 38+310.000 0.60 38+320.000 0.60 38+322.157 0.60
PT 38+329.657 0.42 38+330.000 0.41 38+340.000 0.17
LT 38+347.157 0.00
208 D Inicio 38+417.88938+420.00038+430.000
LT 38+430.389 0.00 38+440.000 0.24
PC 38+440.389 0.25 38+450.000 0.49 38+450.389 0.50 38+460.000 0.50 38+470.000 0.50 38+480.000 0.50 38+490.000 0.50 38+500.000 0.50 38+501.160 0.50 38+510.000 0.28
PT 38+511.160 0.25 38+520.000 0.03
LT 38+521.160 0.00
209 I Inicio 38+808.37838+810.00038+820.000
LT 38+820.878 0.00 38+830.000 0.26 38+840.000 0.55
PC 38+845.378 0.70 38+850.000 0.83 38+855.878 1.00 38+860.000 1.00 38+870.000 1.00 38+880.000 1.00 38+890.000 1.00 38+900.000 1.00 38+903.799 1.00 38+910.000 0.82
PT 38+914.299 0.70 38+920.000 0.54 38+930.000 0.25
LT 38+938.799 0.00
210 D Inicio 38+934.50738+940.000
LT 38+947.007 0.00 38+950.000 0.09 38+960.000 0.37 38+970.000 0.66
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDPC 38+971.507 0.70
38+980.000 0.94 38+982.007 1.00 38+987.851 1.00 38+990.000 0.94
PT 38+998.351 0.70 39+000.000 0.65 39+010.000 0.37 39+020.000 0.08
LT 39+022.851 0.00
211 D Inicio 39+152.25039+160.000
LT 39+164.750 0.00 39+170.000 0.15 39+180.000 0.43
PC 39+182.250 0.49 39+189.750 0.70 39+190.000 0.70 39+200.000 0.70 39+210.000 0.70 39+220.000 0.70 39+230.000 0.70 39+240.000 0.70 39+250.000 0.70 39+260.000 0.70 39+270.000 0.70 39+274.132 0.70 39+280.000 0.54
PT 39+281.632 0.49 39+290.000 0.26
LT 39+299.132 0.00
212 D Inicio 39+503.73939+510.000
LT 39+516.239 0.00 39+520.000 0.11
PC 39+521.239 0.15 39+526.239 0.30 39+530.000 0.30 39+540.000 0.30 39+550.000 0.30 39+560.000 0.30 39+570.000 0.30 39+580.000 0.30 39+590.000 0.30 39+600.000 0.30 39+610.000 0.30 39+620.000 0.30 39+630.000 0.30 39+640.000 0.30 39+650.000 0.30 39+660.000 0.30 39+670.000 0.30 39+680.000 0.30 39+690.000 0.30
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD39+700.000 0.30 39+710.000 0.30 39+720.000 0.30 39+730.000 0.30 39+740.000 0.30 39+750.000 0.30 39+760.000 0.30 39+770.000 0.30 39+780.000 0.30 39+790.000 0.30 39+800.000 0.30 39+810.000 0.30 39+820.000 0.30 39+830.000 0.30 39+837.736 0.30 39+840.000 0.23
PT 39+842.736 0.15 LT 39+847.736 0.00
213 D Inicio 39+999.53540+000.00040+010.000
LT 40+012.035 0.00 40+020.000 0.20
PC 40+022.035 0.25 40+030.000 0.45 40+032.035 0.50 40+040.000 0.50 40+050.000 0.50 40+060.000 0.50 40+061.501 0.50 40+070.000 0.29
PT 40+071.501 0.25 40+080.000 0.04
LT 40+081.501 0.00
214 I Inicio 40+095.70240+100.000
LT 40+108.202 0.00 40+110.000 0.05 40+120.000 0.34 40+130.000 0.62
PC 40+132.702 0.70 40+140.000 0.91 40+143.202 1.00 40+150.000 1.00 40+160.000 1.00 40+170.000 1.00 40+180.000 1.00 40+190.000 1.00 40+200.000 1.00 40+203.607 1.00 40+210.000 0.82
PT 40+214.107 0.70 40+220.000 0.53 40+230.000 0.25
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 40+238.607 0.00
215 D Inicio 40+394.35040+400.000
LT 40+406.850 0.00 40+410.000 0.09
PC 40+411.850 0.15 40+416.850 0.30 40+420.000 0.30 40+430.000 0.30 40+440.000 0.30 40+450.000 0.30 40+460.000 0.30 40+470.000 0.30 40+480.000 0.30 40+490.000 0.30 40+500.000 0.30 40+505.590 0.30 40+510.000 0.17
PT 40+510.590 0.15 LT 40+515.590 0.00
216 D Inicio 40+850.78940+860.000
LT 40+863.289 0.00 40+870.000 0.18 40+880.000 0.45
PC 40+884.289 0.56 40+890.000 0.71 40+893.289 0.80 40+900.000 0.80 40+910.000 0.80 40+920.000 0.80 40+930.000 0.80 40+940.000 0.80 40+943.733 0.80 40+950.000 0.63
PT 40+952.733 0.56 40+960.000 0.37 40+970.000 0.10
LT 40+973.733 0.00
217 I Inicio 40+982.70640+990.000
LT 40+995.206 0.00 41+000.000 0.15 41+010.000 0.46
PC 41+019.706 0.77 41+020.000 0.78 41+030.000 1.09 41+030.206 1.10 41+038.942 1.10 41+040.000 1.07
PT 41+049.442 0.77 41+050.000 0.75 41+060.000 0.44
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD41+070.000 0.12
LT 41+073.942 0.00
218 D Inicio 41+111.42141+120.000
LT 41+123.921 0.00 41+130.000 0.21 41+140.000 0.56 41+150.000 0.91
PC 41+155.921 1.12 41+160.000 1.26 41+163.921 1.40 41+170.000 1.40 41+180.000 1.40 41+189.744 1.40 41+190.000 1.39
PT 41+197.744 1.12 41+200.000 1.04 41+210.000 0.69 41+220.000 0.34
LT 41+229.744 0.00
219 I Inicio 41+242.75941+250.000
LT 41+255.259 0.00 41+260.000 0.13 41+270.000 0.41
PC 41+272.759 0.49 41+280.000 0.69 41+280.259 0.70 41+284.637 0.70 41+290.000 0.55
PT 41+292.137 0.49 41+300.000 0.27
LT 41+309.637 0.00
220 I Inicio 41+348.47841+350.00041+360.000
LT 41+360.978 0.00 41+370.000 0.34 41+380.000 0.71 41+390.000 1.09
PC 41+392.978 1.20 41+400.000 1.46 41+400.978 1.50 41+410.000 1.50 41+420.000 1.50 41+430.000 1.50 41+440.000 1.50 41+450.000 1.50 41+460.000 1.50 41+470.000 1.50 41+480.000 1.50 41+490.000 1.50 41+500.000 1.50
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD41+500.077 1.50
PT 41+508.077 1.20 41+510.000 1.13 41+520.000 0.75 41+530.000 0.38 41+540.000 0.00
LT 41+540.077 0.00
221 I Inicio 41+571.24141+580.000
LT 41+583.741 0.00 41+590.000 0.16
PC 41+593.741 0.25 41+600.000 0.41 41+603.741 0.50 41+610.000 0.50 41+620.000 0.50 41+630.000 0.50 41+640.000 0.50 41+650.000 0.50 41+660.000 0.50 41+670.000 0.50 41+680.000 0.50 41+690.000 0.50 41+700.000 0.50 41+710.000 0.50 41+720.000 0.50 41+730.000 0.50 41+730.797 0.50 41+740.000 0.27
PT 41+740.797 0.25 41+750.000 0.02
LT 41+750.797 0.00
222 D Inicio 41+910.59841+920.000
LT 41+923.098 0.00 41+930.000 0.18
PC 41+930.598 0.20 41+938.098 0.40 41+940.000 0.40 41+950.000 0.40 41+960.000 0.40 41+970.000 0.40 41+980.000 0.40 41+990.000 0.40 42+000.000 0.40 42+010.000 0.40 42+020.000 0.40 42+030.000 0.40 42+040.000 0.40 42+050.000 0.40 42+060.000 0.40 42+070.000 0.40 42+080.000 0.40 42+090.000 0.40
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD42+100.000 0.40 42+110.000 0.40 42+120.000 0.40 42+130.000 0.40 42+140.000 0.40 42+150.000 0.40 42+160.000 0.40 42+170.000 0.40 42+180.000 0.40 42+190.000 0.40 42+200.000 0.40 42+210.000 0.40 42+220.000 0.40 42+230.000 0.40 42+240.000 0.40 42+250.000 0.40 42+260.000 0.40 42+270.000 0.40 42+280.000 0.40 42+290.000 0.40 42+300.000 0.40 42+310.000 0.40 42+320.000 0.40 42+330.000 0.40 42+340.000 0.40 42+350.000 0.40 42+360.000 0.40 42+370.000 0.40 42+380.000 0.40 42+390.000 0.40 42+400.000 0.40 42+410.000 0.40 42+420.000 0.40 42+430.000 0.40 42+440.000 0.40 42+450.000 0.40 42+460.000 0.40 42+463.714 0.40 42+470.000 0.23
PT 42+471.214 0.20 LT 42+478.714 0.00
223 D Inicio 42+944.95442+950.000
LT 42+957.454 0.00 42+960.000 0.07 42+970.000 0.33
PC 42+978.454 0.56 42+980.000 0.60 42+987.454 0.80 42+990.000 0.80 43+000.000 0.80 43+010.000 0.80 43+020.000 0.80 43+030.000 0.80 43+040.000 0.80
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD43+050.000 0.80 43+060.000 0.80 43+070.000 0.80 43+080.000 0.80 43+090.000 0.80 43+095.482 0.80 43+100.000 0.68
PT 43+104.482 0.56 43+110.000 0.41 43+120.000 0.15
LT 43+125.482 0.00
224 I Inicio 43+164.21343+170.000
LT 43+176.713 0.00 43+180.000 0.09 43+190.000 0.35
PC 43+197.713 0.56 43+200.000 0.62 43+206.713 0.80 43+210.000 0.80 43+220.000 0.80 43+230.000 0.80 43+240.000 0.80 43+250.000 0.80 43+260.000 0.80 43+270.000 0.80 43+280.000 0.80 43+290.000 0.80 43+300.000 0.80 43+310.000 0.80 43+320.000 0.80 43+330.000 0.80 43+340.000 0.80 43+350.000 0.80 43+360.000 0.80 43+370.000 0.80 43+380.000 0.80 43+390.000 0.80 43+400.000 0.80 43+410.000 0.80 43+420.000 0.80 43+430.000 0.80 43+440.000 0.80 43+450.000 0.80 43+460.000 0.80 43+470.000 0.80 43+480.000 0.80 43+490.000 0.80 43+500.000 0.80 43+510.000 0.80 43+520.000 0.80 43+530.000 0.80 43+535.771 0.80 43+540.000 0.69
PT 43+544.771 0.56
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD43+550.000 0.42 43+560.000 0.15
LT 43+565.771 0.00
225 D Inicio 43+993.26044+000.000
LT 44+005.760 0.00 44+010.000 0.11
PC 44+015.760 0.25 44+020.000 0.36 44+025.760 0.50 44+030.000 0.50 44+040.000 0.50 44+050.000 0.50 44+060.000 0.50 44+070.000 0.50 44+080.000 0.50 44+090.000 0.50 44+100.000 0.50 44+110.000 0.50 44+120.000 0.50 44+130.000 0.50 44+140.000 0.50 44+150.000 0.50 44+160.000 0.50 44+170.000 0.50 44+180.000 0.50 44+190.000 0.50 44+200.000 0.50 44+210.000 0.50 44+220.000 0.50 44+230.000 0.50 44+240.000 0.50 44+250.000 0.50 44+260.000 0.50 44+270.000 0.50 44+280.000 0.50 44+290.000 0.50 44+300.000 0.50 44+310.000 0.50 44+320.000 0.50 44+330.000 0.50 44+340.000 0.50 44+350.000 0.50 44+360.000 0.50 44+370.000 0.50 44+376.510 0.50 44+380.000 0.41
PT 44+386.510 0.25 44+390.000 0.16
LT 44+396.510 0.00
226 D Inicio 44+920.35944+930.000
LT 44+932.859 0.00 44+940.000 0.19
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDPC 44+940.359 0.20
44+947.859 0.40 44+950.000 0.40 44+960.000 0.40 44+970.000 0.40 44+980.000 0.40 44+990.000 0.40 45+000.000 0.40 45+010.000 0.40 45+020.000 0.40 45+030.000 0.40 45+040.000 0.40 45+050.000 0.40 45+060.000 0.40 45+070.000 0.40 45+080.000 0.40 45+090.000 0.40 45+100.000 0.40 45+110.000 0.40 45+120.000 0.40 45+130.000 0.40 45+140.000 0.40 45+150.000 0.40 45+160.000 0.40 45+170.000 0.40 45+180.000 0.40 45+190.000 0.40 45+195.376 0.40 45+200.000 0.28
PT 45+202.876 0.20 45+210.000 0.01
LT 45+210.376 0.00
227 D Inicio 45+301.91145+310.000
LT 45+314.411 0.00 45+320.000 0.15
PC 45+321.911 0.20 45+329.411 0.40 45+330.000 0.40 45+340.000 0.40 45+350.000 0.40 45+360.000 0.40 45+370.000 0.40 45+380.000 0.40 45+390.000 0.40 45+400.000 0.40 45+410.000 0.40 45+420.000 0.40 45+430.000 0.40 45+440.000 0.40 45+450.000 0.40 45+460.000 0.40 45+470.000 0.40 45+480.000 0.40 45+490.000 0.40
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD45+491.334 0.40
PT 45+498.834 0.20 45+500.000 0.17
LT 45+506.334 0.00
228 I Inicio 45+618.43645+620.00045+630.000
LT 45+630.936 0.00 45+640.000 0.22
PC 45+648.436 0.42 45+650.000 0.46 45+655.936 0.60 45+660.000 0.60 45+670.000 0.60 45+680.000 0.60 45+690.000 0.60 45+700.000 0.60 45+710.000 0.60 45+720.000 0.60 45+730.000 0.60 45+740.000 0.60 45+750.000 0.60 45+760.000 0.60 45+770.000 0.60 45+780.000 0.60 45+790.000 0.60 45+800.000 0.60 45+810.000 0.60 45+811.398 0.60
PT 45+818.898 0.42 45+820.000 0.39 45+830.000 0.15
LT 45+836.398 0.00
229 D Inicio 45+974.29845+980.000
LT 45+986.798 0.00 45+990.000 0.09 46+000.000 0.37
PC 46+004.298 0.49 46+010.000 0.65 46+011.798 0.70 46+020.000 0.70 46+030.000 0.70 46+040.000 0.70 46+050.000 0.70 46+060.000 0.70 46+070.000 0.70 46+080.000 0.70 46+090.000 0.70 46+097.046 0.70 46+100.000 0.62
PT 46+104.546 0.49 46+110.000 0.34 46+120.000 0.06
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 46+122.046 0.00
230 I Inicio 46+188.55246+190.00046+200.000
LT 46+201.052 0.00 46+210.000 0.31 46+220.000 0.65
PC 46+225.552 0.84 46+230.000 0.99 46+236.052 1.20 46+240.000 1.20 46+250.000 1.20 46+260.000 1.20 46+263.506 1.20 46+270.000 0.98
PT 46+274.006 0.84 46+280.000 0.63 46+290.000 0.29
LT 46+298.506 0.00
231 D Inicio 46+298.46646+300.00046+310.000
LT 46+310.966 0.00 46+320.000 0.21 46+330.000 0.44
PC 46+331.966 0.49 46+340.000 0.68 46+340.966 0.70 46+350.000 0.70 46+360.000 0.70 46+370.000 0.70 46+380.000 0.70 46+390.000 0.70 46+400.000 0.70 46+410.000 0.70 46+420.000 0.70 46+430.000 0.70 46+440.000 0.70 46+450.000 0.70 46+460.000 0.70 46+470.000 0.70 46+480.000 0.70 46+490.000 0.70 46+500.000 0.70 46+510.000 0.70 46+520.000 0.70 46+521.846 0.70 46+530.000 0.51
PT 46+530.846 0.49 46+540.000 0.28 46+550.000 0.04
LT 46+551.846 0.00
232 I Inicio 46+555.485
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD46+560.000
LT 46+567.985 0.00 46+570.000 0.06 46+580.000 0.36
PC 46+588.985 0.63 46+590.000 0.66 46+597.985 0.90 46+600.000 0.90 46+610.000 0.90 46+620.000 0.90 46+626.009 0.90 46+630.000 0.78
PT 46+635.009 0.63 46+640.000 0.48 46+650.000 0.18
LT 46+656.009 0.00
233 D Inicio 46+687.07946+690.000
LT 46+699.579 0.00 46+700.000 0.01 46+710.000 0.33 46+720.000 0.64
PC 46+724.079 0.77 46+730.000 0.96 46+734.579 1.10 46+740.000 1.10 46+745.496 1.10 46+750.000 0.96
PT 46+755.996 0.77 46+760.000 0.64 46+770.000 0.33 46+780.000 0.02
LT 46+780.496 0.00
234 I Inicio 46+896.42546+900.000
LT 46+908.925 0.00 46+910.000 0.03 46+920.000 0.32 46+930.000 0.60
PC 46+933.425 0.70 46+940.000 0.89 46+943.925 1.00 46+950.000 1.00 46+960.000 1.00 46+970.000 1.00 46+980.000 1.00 46+990.000 1.00 47+000.000 1.00 47+010.000 1.00 47+020.000 1.00 47+030.000 1.00 47+040.000 1.00 47+050.000 1.00 47+060.000 1.00
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD47+070.000 1.00 47+070.308 1.00 47+080.000 0.72
PT 47+080.808 0.70 47+090.000 0.44 47+100.000 0.15
LT 47+105.308 0.00
235 I Inicio 47+237.94947+240.00047+250.000
LT 47+250.449 0.00 47+260.000 0.27 47+270.000 0.56
PC 47+274.949 0.70 47+280.000 0.84 47+285.449 1.00 47+290.000 1.00 47+300.000 1.00 47+310.000 1.00 47+320.000 1.00 47+330.000 1.00 47+340.000 1.00 47+350.000 1.00 47+360.000 1.00 47+370.000 1.00 47+380.000 1.00 47+390.000 1.00 47+390.656 1.00 47+400.000 0.73
PT 47+401.156 0.70 47+410.000 0.45 47+420.000 0.16
LT 47+425.656 0.00
236 I Inicio 47+475.74147+480.000
LT 47+488.241 0.00 47+490.000 0.04 47+500.000 0.28
PC 47+505.741 0.42 47+510.000 0.52 47+513.241 0.60 47+520.000 0.60 47+530.000 0.60 47+540.000 0.60 47+550.000 0.60 47+560.000 0.60 47+570.000 0.60 47+580.000 0.60 47+590.000 0.60 47+600.000 0.60 47+602.892 0.60 47+610.000 0.43
PT 47+610.392 0.42 47+620.000 0.19
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 47+627.892 0.00
237 D Inicio 47+807.00047+810.000
LT 47+819.500 0.00 47+820.000 0.01 47+830.000 0.28 47+840.000 0.55
PC 47+840.500 0.56 47+849.500 0.80 47+850.000 0.80 47+860.000 0.80 47+870.000 0.80 47+880.000 0.80 47+890.000 0.80 47+900.000 0.80 47+910.000 0.80 47+920.000 0.80 47+930.000 0.80 47+940.000 0.80 47+950.000 0.80 47+960.000 0.80 47+970.000 0.80 47+980.000 0.80 47+990.000 0.80 48+000.000 0.80 48+007.151 0.80 48+010.000 0.72
PT 48+016.151 0.56 48+020.000 0.46 48+030.000 0.19
LT 48+037.151 0.00
238 D Inicio 48+070.91348+080.000
LT 48+083.413 0.00 48+090.000 0.19 48+100.000 0.47
PC 48+107.913 0.70 48+110.000 0.76 48+118.413 1.00 48+120.000 1.00 48+130.000 1.00 48+140.000 1.00 48+150.000 1.00 48+160.000 1.00 48+168.171 1.00 48+170.000 0.95
PT 48+178.671 0.70 48+180.000 0.66 48+190.000 0.38 48+200.000 0.09
LT 48+203.171 0.00
239 I Inicio 48+191.50448+200.000
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LDLT 48+204.004 0.00
48+210.000 0.22 48+220.000 0.60 48+230.000 0.97
PC 48+236.004 1.20 48+240.000 1.35 48+244.004 1.50 48+250.000 1.50 48+260.000 1.50 48+270.000 1.50 48+280.000 1.50 48+290.000 1.50 48+292.142 1.50 48+300.000 1.21
PT 48+300.142 1.20 48+310.000 0.83 48+320.000 0.46 48+330.000 0.08
LT 48+332.142 0.00
240 D Inicio 48+324.77948+330.000
LT 48+337.279 0.00 48+340.000 0.09 48+350.000 0.44 48+360.000 0.78
PC 48+361.779 0.84 48+370.000 1.12 48+372.279 1.20 48+380.000 1.20 48+390.000 1.20 48+400.000 1.20 48+408.200 1.20 48+410.000 1.14
PT 48+418.700 0.84 48+420.000 0.80 48+430.000 0.45 48+440.000 0.11
LT 48+443.200 0.00
241 I Inicio 48+491.46848+500.000
LT 48+503.968 0.00 48+510.000 0.15
PC 48+513.968 0.25 48+520.000 0.40 48+523.968 0.50 48+530.000 0.50 48+540.000 0.50 48+544.256 0.50 48+550.000 0.36
PT 48+554.256 0.25 48+560.000 0.11
LT 48+564.256 0.00
242 D Inicio 48+704.557
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Estudio Definitivo para el Mejoramiento y Rehabilitación de la Carretera Ayacucho AbancayTramo: Km. 0+000 - Km. 50+000
PI S Km. S/A LtS/A
LI LD48+710.000
LT 48+717.057 0.00 48+720.000 0.07
PC 48+727.057 0.25 48+730.000 0.32 48+737.057 0.50 48+740.000 0.50 48+750.000 0.50 48+760.000 0.50 48+770.000 0.50 48+780.000 0.50 48+790.000 0.50 48+800.000 0.50 48+810.000 0.50 48+820.000 0.50 48+822.989 0.50 48+830.000 0.32
PT 48+832.989 0.25 48+840.000 0.07
LT 48+842.989 0.00