planta de tratamiento de la ciudad de ilave

PLANILLA DE METRADOS - ANEXO 1

OBRA

PROGRESIVA DISTANCIA

DEMOLICIONDE CARPETA ASFALTICA

Espesor Carpeta= 0.050 Espesor base= 0.18 Espesor Carpeta= 0.00

AREA (M2) Volumen (m3) VOLUMEN (M3) VOLUMEN (M3)

REFERENCIADO A LA PROGRESIVA EJE CALLE0+000 24.77 21.10 21.100+020 20 20.93 457.00 22.85 21.10 75.96 21.10 0.00 22.850+040 20 20.32 412.50 20.63 21.10 75.96 21.10 0.00 20.630+060 20 21.52 418.40 20.92 21.10 75.96 21.10 0.00 20.920+080 20 21.11 426.30 21.31 21.10 75.96 21.10 0.00 21.310+100 20 21.58 426.90 21.35 21.10 75.96 21.10 0.00 21.350+120 20 21.92 435.00 21.75 21.10 75.96 21.10 0.00 21.750+140 20 22.24 441.60 22.08 21.10 75.96 21.10 0.00 22.080+160 20 22.89 451.30 22.56 21.10 75.96 21.10 0.00 22.560+180 20 24.74 476.30 23.81 21.10 75.96 21.10 0.00 23.810+200 20 25.38 501.20 25.06 21.10 75.96 21.10 0.00 25.060+220 20 25.65 510.30 25.52 21.10 75.96 21.10 0.00 25.520+240 20 24.76 504.10 25.21 21.10 75.96 21.10 0.00 25.210+260 20 24.76 495.20 24.76 21.10 75.96 21.10 0.00 24.760+280 20 24.61 493.70 24.69 21.10 75.96 21.10 0.00 24.690+300 20 22.97 475.80 23.79 21.10 75.96 21.10 0.00 23.790+320 20 20.44 434.10 21.71 21.10 75.96 21.10 0.00 21.710+340 20 17.89 383.30 19.17 21.10 75.96 21.10 0.00 19.17

MEJORAMIENTO DE LA INFRAESTRUCTURA VIAL EN LA AVENIDA SIMON BOLIVAR - TRAMO II (JR. DANTE NAVA-AV. EL EJERCITO), CIUDAD DE PUNO, PROVINCIA DE PUNO - PUNO

REMOSION Y APILAMIENTO DE BASE EXISTENE (M2)

REMOSION, APILAMIENTO Y ELIMINACION DE SUB BASE EXISTENTE

(M)ELIMINACION DE

MATERIAL DEMOLIDO DE CARPETA ASFALTICA

ANCHO CARPETA ASFAL. (M)

ANCHO DE BASE EXISTENTE(M)

ANCHO DE SUB BASE EXISTENTE(M)


OBRA








(M)ELIMINACION DE





0+360 20 18.18 360.70 18.04 21.10 75.96 21.10 0.00 18.040+380 20 18.27 364.50 18.23 21.10 75.96 21.10 0.00 18.230+400 20 18.99 372.60 18.63 21.10 75.96 21.10 0.00 18.630+420 20 19.10 380.90 19.05 21.10 75.96 21.10 0.00 19.050+440 20 19.17 382.70 19.14 21.10 75.96 21.10 0.00 19.140+460 20 19.06 382.30 19.12 21.10 75.96 21.10 0.00 19.120+480 20 19.08 381.40 19.07 21.10 75.96 21.10 0.00 19.070+500 20 18.75 378.30 18.92 21.10 75.96 21.10 0.00 18.920+520 20 19.12 378.70 18.94 21.10 75.96 21.10 0.00 18.940+540 20 20.40 395.20 19.76 21.10 75.96 21.10 0.00 19.760+560 20 20.39 407.90 20.40 21.10 75.96 21.10 0.00 20.400+580 20 21.47 418.60 20.93 21.10 75.96 21.10 0.00 20.930+600 20 21.97 434.40 21.72 21.10 75.96 21.10 0.00 21.720+620 20 22.38 443.50 22.17 21.10 75.96 21.10 0.00 22.170+640 20 22.78 451.60 22.58 21.10 75.96 21.10 0.00 22.580+660 20 23.00 457.80 22.89 21.10 75.96 21.10 0.00 22.890+680 20 23.28 462.80 23.14 21.10 75.96 21.10 0.00 23.140+700 20 23.79 470.70 23.54 21.10 75.96 21.10 0.00 23.540+720 20 24.40 481.90 24.10 21.10 75.96 21.10 0.00 24.10


OBRA








(M)ELIMINACION DE





0+740 20 24.20 486.00 24.30 21.10 75.96 21.10 0.00 24.300+760 20 23.68 478.80 23.94 21.10 75.96 21.10 0.00 23.940+780 20 23.13 468.10 23.41 21.10 75.96 21.10 0.00 23.410+800 20 21.83 449.60 22.48 21.10 75.96 21.10 0.00 22.480+820 20 21.79 436.20 21.81 21.10 75.96 21.10 0.00 21.810+840 20 21.57 433.60 21.68 21.10 75.96 21.10 0.00 21.680+860 20 21.37 429.40 21.47 21.10 75.96 21.10 0.00 21.470+880 20 21.30 426.70 21.34 21.10 75.96 21.10 0.00 21.340+900 20 21.35 426.50 21.33 21.10 75.96 21.10 0.00 21.330+920 20 21.03 423.80 21.19 21.10 75.96 21.10 0.00 21.190+940 20 21.39 424.20 21.21 21.10 75.96 21.10 0.00 21.210+960 20 21.54 429.30 21.47 21.10 75.96 21.10 0.00 21.470+980 20 21.31 428.50 21.42 21.10 75.96 21.10 0.00 21.421+000 20 21.18 424.90 21.25 21.10 75.96 21.10 0.00 21.251+020 20 20.85 420.30 21.02 21.10 75.96 21.10 0.00 21.021+040 20 20.44 412.90 20.65 21.10 75.96 21.10 0.00 20.651+060 20 20.08 405.20 20.26 21.10 75.96 21.10 0.00 20.261+080 20 20.24 403.20 20.16 21.10 75.96 21.10 0.00 20.161+100 20 20.22 404.60 20.23 21.10 75.96 21.10 0.00 20.23


OBRA








(M)ELIMINACION DE





1+120 20 20.39 406.10 20.31 21.10 75.96 21.10 0.00 20.311+140 20 20.55 409.40 20.47 21.10 75.96 21.10 0.00 20.471+160 20 20.58 411.30 20.56 21.10 75.96 21.10 0.00 20.561+180 20 20.98 415.60 20.78 21.10 75.96 21.10 0.00 20.781+200 20 21.59 425.70 21.29 21.10 75.96 21.10 0.00 21.291+220 20 20.06 416.50 20.83 21.10 75.96 21.10 0.00 20.831+240 20 19.99 400.50 20.03 20.45 74.79 20.45 0.00 20.031+260 20 19.70 396.90 19.85 19.90 72.63 19.90 0.00 19.851+280 20 19.43 391.30 19.56 19.30 70.56 19.30 0.00 19.561+300 20 19.07 385.00 19.25 18.40 67.86 18.40 0.00 19.251+320 20 18.78 378.50 18.93 18.70 66.78 18.70 0.00 18.931+340 20 18.43 372.10 18.61 18.10 66.24 18.10 0.00 18.611+360 20 17.97 364.00 18.20 17.55 64.17 17.55 0.00 18.201+380 20 17.03 350.00 17.50 17.50 63.09 17.50 0.00 17.501+400 20 18.51 355.40 17.77 17.50 63.00 17.50 0.00 17.77

1+422.53 22.53 24.65 486.20 24.31 17.50 70.97 17.50 0.00 24.31

1.79 0.09 0.36 0.36 0.09trancicion Jr. Dante Nava lado

DERECHO


OBRA








(M)ELIMINACION DE





4.73 0.24 0.95 0.95 0.24

trancicion Jr. Lacustre lado derecho 37.02 1.85 7.40 7.40 1.85

trancicion Jr. Lacustre lado izquierdo 45.87 2.29 9.17 9.17 2.29

65.02 3.25 13.00 13.00 3.25

45.52 2.28 9.10 9.10 2.28

trancicion Jr. Luis Chevarria 71.69 3.58 14.34 14.34 3.58

47.70 2.39 9.54 9.54 2.39

Jr. Paucarcolla y Av. Panamericana 285.12 14.26 57.02 57.02 14.26

trancicion Jr. Dante Nava lado IZQUIERDO

trancicion Jr. Belisario Suarez lado derecho

trancicion Jr. Belisario Suarez lado izquierdo

trancicion Jr. Paucarcolla lado derecho


OBRA








(M)ELIMINACION DE





81.40 4.07 16.28 16.28 4.07

100.78 5.04 20.16 20.16 5.04

33.56 1.68 6.71 6.71 1.68

49.77 2.49 9.95 9.95 2.49

trancicion Psj. Afirmado lado derecho 21.83 1.09 4.37 4.37 1.09

59.79 2.99 11.96 11.96 2.99

29.34 1.47 5.87 5.87 1.47

47.29 2.36 9.46 9.46 2.36

trancicion Jr. Celso Briones lado derecho

trancicion Jr. Toribio Gutierrez lado derecho

trancicion Jr. Joaquin Inclan lado derecho

trancicion Jr. Joaquin Inclan lado izquierdo

trancicion Jr. Augusto Sandino lado derecho

trancicion Jr. Augusto Sandino lado izquierdo

trancicion via Panamercana lado derecho


OBRA








(M)ELIMINACION DE





15.85 0.79 3.17 3.17 0.79

58.36 2.92 11.67 11.67 2.92

47.56 2.38 9.51 9.51 2.38

Via Afirmada 16.47 0.82 3.29 3.29 0.82

trancicion Jr. 7 de Junio lado derecho 46.19 2.31 9.24 9.24 2.31

47.99 2.40 9.60 9.60 2.40

trancicion Jr. Espinar lado izquierdo 31.43 1.57 6.29 6.29 1.5731417.87 1570.89 5572.06 258.41 1570.89

trancicion via Panamercana lado izquierdo

trancicion Jr. Toribio Pacheco Vargas lado derecho

trancicion Jr. Toribio Pacheco Vargas lado izquierdo

trancicion Jr. 7 de Junio lado izquierdo

Mejoramiento de la Infraestructura Vial en la AV. Simon Bolivar Trammo II (Jr. Dante Nava - Av. El Ejercito) de la ciudad de Puno provinicia de Puno - PunoCodigo Snip 152307

PLANILLA DE METRADOS - ANEXO 2OBRA: MEJORAMIENTO DE LA AVENIDA SIMON BOLIVAR - SEGUNDA ETAPAFORMULA : MEJORAMIENTO DE LA VIA

SUB RASANTE

PROGRESIVDISTANCIA PERF. Y COMP. SUB RASANTE

VOLUMEN CORTE

AREA (M2) AREA (M2) ancho de sub rasante AREA (M2) SECCION (M2) VOLUMEN (M3) SECCION (M2) VOLUMEN (M3)Referencia Eje Calle0+000 21.10 21.10 21.10 23.917 12.660+020 20 21.10 422.00 21.10 422.00 21.10 422.00 25.266 491.83 12.66 253.200+040 20 21.10 422.00 21.10 422.00 21.10 422.00 23.399 486.65 12.66 253.200+060 20 21.10 422.00 21.10 422.00 21.10 422.00 22.775 461.74 12.66 253.200+080 20 21.10 422.00 21.10 422.00 21.10 422.00 24.117 468.92 12.66 253.200+100 20 21.10 422.00 21.10 422.00 21.10 422.00 26.239 503.56 12.66 253.200+120 20 21.10 422.00 21.10 422.00 21.10 422.00 26.941 531.80 12.66 253.200+140 20 21.10 422.00 21.10 422.00 21.10 422.00 24.234 511.75 12.66 253.200+160 20 21.10 422.00 21.10 422.00 21.10 422.00 24.581 488.15 12.66 253.200+180 20 21.10 422.00 21.10 422.00 21.10 422.00 23.062 476.43 12.66 253.200+200 20 21.10 422.00 21.10 422.00 21.10 422.00 22.116 451.78 12.66 253.200+220 20 21.10 422.00 21.10 422.00 21.10 422.00 20.841 429.57 12.66 253.200+240 20 21.10 422.00 21.10 422.00 21.10 422.00 21.650 424.91 12.66 253.200+260 20 21.10 422.00 21.10 422.00 21.10 422.00 21.773 434.23 12.66 253.200+280 20 21.10 422.00 21.10 422.00 21.10 422.00 22.206 439.79 12.66 253.200+300 20 21.10 422.00 21.10 422.00 21.10 422.00 22.102 443.08 12.66 253.200+320 20 21.10 422.00 21.10 422.00 21.10 422.00 21.698 438.00 12.66 253.200+340 20 21.10 422.00 21.10 422.00 21.10 422.00 21.164 428.62 12.66 253.200+360 20 21.10 422.00 21.10 422.00 21.10 422.00 21.087 422.51 12.66 253.200+380 20 21.10 422.00 21.10 422.00 21.10 422.00 19.884 409.71 12.66 253.200+400 20 21.10 422.00 21.10 422.00 21.10 422.00 19.447 393.31 12.66 253.200+420 20 21.10 422.00 21.10 422.00 21.10 422.00 22.289 417.36 12.66 253.200+440 20 21.10 422.00 21.10 422.00 21.10 422.00 23.233 455.22 12.66 253.200+460 20 21.10 422.00 21.10 422.00 21.10 422.00 23.874 471.07 12.66 253.200+480 20 21.10 422.00 21.10 422.00 21.10 422.00 23.297 471.71 12.66 253.200+500 20 21.10 422.00 21.10 422.00 21.10 422.00 21.456 447.53 12.66 253.200+520 20 21.10 422.00 21.10 422.00 21.10 422.00 21.558 430.14 12.66 253.200+540 20 21.10 422.00 21.10 422.00 21.10 422.00 22.020 435.78 12.66 253.200+560 20 21.10 422.00 21.10 422.00 21.10 422.00 23.184 452.04 12.66 253.200+580 20 21.10 422.00 21.10 422.00 21.10 422.00 23.363 465.47 12.66 253.200+600 20 21.10 422.00 21.10 422.00 21.10 422.00 21.475 448.38 12.66 253.200+620 20 21.10 422.00 21.10 422.00 21.10 422.00 22.158 436.33 12.66 253.200+640 20 21.10 422.00 21.10 422.00 21.10 422.00 20.468 426.26 12.66 253.200+660 20 21.10 422.00 21.10 422.00 21.10 422.00 21.225 416.93 12.66 253.200+680 20 21.10 422.00 21.10 422.00 21.10 422.00 21.621 428.46 12.66 253.200+700 20 21.10 422.00 21.10 422.00 21.10 422.00 22.364 439.85 12.66 253.20

Mejoramiento con Geotextil no tejido

Mejoramiento con Geomalla multiaxial TX160

MEJORAMIENTO SUB RASANTE (Material Kuntur Wasi)

ancho de sub rasante




SUB RASANTE


VOLUMEN CORTE

AREA (M2) AREA (M2) ancho de sub rasante AREA (M2) SECCION (M2) VOLUMEN (M3) SECCION (M2) VOLUMEN (M3)






0+720 20 21.10 422.00 21.10 422.00 21.10 422.00 23.058 454.22 12.66 253.200+740 20 21.10 422.00 21.10 422.00 21.10 422.00 24.320 473.78 12.66 253.200+760 20 21.10 422.00 21.10 422.00 21.10 422.00 25.003 493.23 12.66 253.200+780 20 21.10 422.00 21.10 422.00 21.10 422.00 25.464 504.67 12.66 253.200+800 20 21.10 422.00 21.10 422.00 21.10 422.00 26.422 518.86 12.66 253.200+820 20 21.10 422.00 21.10 422.00 21.10 422.00 27.057 534.79 12.66 253.200+840 20 21.10 422.00 21.10 422.00 21.10 422.00 24.264 513.21 12.66 253.200+860 20 21.10 422.00 21.10 422.00 21.10 422.00 22.748 470.12 12.66 253.200+880 20 21.10 422.00 21.10 422.00 21.10 422.00 20.858 436.06 12.66 253.200+900 20 21.10 422.00 21.10 422.00 21.10 422.00 19.950 408.08 12.66 253.200+920 20 21.10 422.00 21.10 422.00 21.10 422.00 18.300 382.50 12.66 253.200+940 20 21.10 422.00 21.10 422.00 21.10 422.00 20.341 386.41 12.66 253.200+960 20 21.10 422.00 21.10 422.00 21.10 422.00 21.427 417.68 12.66 253.200+980 20 21.10 422.00 21.10 422.00 21.10 422.00 23.682 451.09 12.66 253.201+000 20 21.10 422.00 21.10 422.00 21.10 422.00 25.188 488.70 12.66 253.201+020 20 21.10 422.00 21.10 422.00 21.10 422.00 24.536 497.24 12.66 253.201+040 20 0.00 211.00 0.00 211.00 21.10 422.00 12.68 372.15 12.66 253.201+060 20 0.00 0.00 0.00 0.00 21.10 422.00 11.67 243.46 0.00 126.601+080 20 0.00 0.00 0.00 0.00 21.10 422.00 12.57 242.34 0.00 0.001+100. 20 0.00 0.00 0.00 0.00 21.10 422.00 12.50 250.62 0.00 0.001+120 20 0.00 0.00 0.00 0.00 21.10 422.00 8.85 213.49 0.00 0.001+140 20 0.00 0.00 0.00 0.00 21.10 422.00 7.26 161.13 0.00 0.001+160 20 0.00 0.00 0.00 0.00 21.10 422.00 6.25 135.09 0.00 0.001+180 20 0.00 0.00 0.00 0.00 21.10 422.00 6.32 125.74 0.00 0.001+200 20 0.00 0.00 0.00 0.00 21.10 422.00 9.62 159.40 0.00 0.001+220 20 0.00 0.00 0.00 0.00 21.10 422.00 7.82 174.31 0.00 0.001+240 20 0.00 0.00 0.00 0.00 20.45 415.50 6.77 145.83 0.00 0.001+260 20 0.00 0.00 0.00 0.00 19.90 403.50 6.86 136.27 0.00 0.001+280 20 0.00 0.00 0.00 0.00 19.30 392.00 6.57 134.29 0.00 0.001+300 20 0.00 0.00 0.00 0.00 18.40 377.00 6.38 129.46 0.00 0.001+320 20 0.00 0.00 0.00 0.00 18.70 371.00 6.23 126.01 0.00 0.001+340 20 0.00 0.00 0.00 0.00 18.10 368.00 6.45 126.77 0.00 0.001+360 20 0.00 0.00 0.00 0.00 17.55 356.50 6.81 132.63 0.00 0.001+380 20 0.00 0.00 0.00 0.00 17.50 350.50 7.79 146.01 0.00 0.001+400 20 0.00 0.00 0.00 0.00 17.50 350.00 7.96 157.52 0.00 0.001+422.528 22.53 0.00 0.00 0.00 0.00 17.50 394.28 8.50 185.40 0.00 0.00TRANSCISIONES Altura Altura



SUB RASANTE


VOLUMEN CORTE

AREA (M2) AREA (M2) ancho de sub rasante AREA (M2) SECCION (M2) VOLUMEN (M3) SECCION (M2) VOLUMEN (M3)






transicion Jr. Dante Nava lado Derecho 1.79 1.00 1.79 0.60 1.07transicion Jr. Dante Nava lado Izquierdo 4.73 1.00 4.73 0.60 2.84transicion Jr. Lacustre lado derecho 37.02 1.00 37.02 0.60 22.21transicion Jr. Lacustre lado izquierdo 45.87 1.00 45.87 0.60 27.52transicion Jr. Belisario Suarez lado derecho 65.02 1.00 65.02 0.60 39.01transicion Jr. Belisario Suarez lado izquierdo 45.52 1.00 45.52 0.60 27.31transicion Jr. Luis Chevarria Derecho 71.69 1.00 71.69 0.60 43.01transicion Jr. Paucarcolla lado derecho 47.70 1.00 47.70 0.60 28.62Jr. Paucarcolla y Av. Primavera (izquierdo) 285.12 1.00 285.12 0.60 171.07transicion Jr. Celso Briones lado derecho 81.40 1.00 81.40 0.60 48.84transicion Jr. Toribio Gutierrez lado derecho 100.78 1.00 100.78 0.60 60.47transicion Jr. Joaquin Inclan lado derecho 33.56 1.00 33.56 0.60 20.14transicion Jr. Joaquin Inclan lado izquierdo 49.77 1.00 49.77 0.60 29.86transicion Psj. Afirmado lado derecho 21.83 1.00 21.83 0.60 13.10transicion Jr. Augusto Sandino lado derecho 59.79 1.00 59.79 0.60 35.87transicion Jr. Augusto Sandino lado izquierdo 29.34 1.00 29.34 0.60 17.60transicion via Pavimentada lado derecho 47.29 1.00 47.29 0.60 28.37transicion via Pavimentada lado izquierdo 15.85 1.00 15.85 0.60 9.51transicion Jr. Toribio Pacheco Vargas lado derecho 58.36 1.00 58.36 0.60 35.02transicion Jr. Toribio Pacheco Vargas lado izquierdo 47.56 1.00 47.56 0.60 28.54Via Afirmada derecha 16.47 1.00 16.47 0.00 0.00transicion Jr. 7 de Junio lado derecho 46.19 1.00 46.19 0.00 0.00transicion Jr. 7 de Junio lado izquierdo 47.99 1.00 47.99 0.00 0.00transicion Jr. Espinar lado izquierdo 31.43 1.00 31.43 0.00 0.00parciales 19623.00 19623.00 30812.35 27999.50 12080.65

PLANILLA DE METRADOS - ANEXO 3MEJORAMIENTO DE LA INFRAESTRUCTURA VIAL EN LA AVENIDA SIMON BOLIVAR - TRAMO II (JR. DANTE NAVA-AV. EL EJERCITO), CIUDAD DE PUNO, PROVINCIA DE PUNO - PUNO


CAPA ANTICONTAMINANTE SUB BASE BASE CARPETA ASFALTICA

ANCHO DE VIA ANCHO DE VIA (M)

0.10 0.2 0.2 3

Eje central de la calle

0+000 21.10 2.11 21.10 4.22 19.60 3.92 17.600+020 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+040 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+060 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+080 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+100 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+120 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+140 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+160 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+180 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+200 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+220 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+240 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+260 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+280 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+300 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+320 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+340 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+360 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+380 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+400 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+420 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+440 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+460 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+480 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+500 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+520 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+540 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+560 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+580 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+600 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.82

AREA DE CAPA ANTICONTAMINATE (M2)

SECCION RELLENO (M2) H=

VOLUMEN (M3) ANCHO DE VIA (M)

AREA DE SUB BASE (M2)


VOLUMEN (M3) ANCHO DE VIA (M2)

AREA DE BASE (M2) H=

SECCION RELLENO (M2) VOLUMEN (M3) AREA

ESPARCIDO(M2)

VOLUMEN ASFALTO (M3) e=





0.10 0.2 0.2 3









ESPARCIDO(M2)


0+620 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+640 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+660 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+680 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+700 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+720 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+740 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+760 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+780 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+800 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+820 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+840 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+860 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+880 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+900 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+920 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+940 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+960 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.820+980 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+000 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+020 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+040 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+060 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+080 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+100. 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+120 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+140 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+160 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+180 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+200 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+220 20 21.10 422.00 2.11 42.20 21.10 422.00 4.22 84.40 19.60 392.00 3.92 78.40 17.60 352.00 26.821+240 20 20.45 415.50 2.045 41.55 20.45 415.50 4.09 83.10 19.24 388.40 3.85 77.68 17.24 348.40 26.55





0.10 0.2 0.2 3









ESPARCIDO(M2)


1+260 20 19.90 403.50 1.99 40.35 19.90 403.50 3.98 80.70 18.66 379.00 3.73 75.80 16.66 339.00 25.831+280 20 19.30 392.00 1.93 39.20 19.30 392.00 3.86 78.40 18.06 367.20 3.61 73.44 16.06 327.20 24.931+300 20 18.40 377.00 1.84 37.70 18.40 377.00 3.68 75.40 17.50 355.60 3.50 71.12 15.50 315.60 24.051+320 20 18.70 371.00 1.87 37.10 18.70 371.00 3.74 74.20 16.90 344.00 3.38 68.80 14.90 304.00 23.161+340 20 18.10 368.00 1.81 36.80 18.10 368.00 3.62 73.60 16.30 332.00 3.26 66.40 14.30 292.00 22.251+360 20 17.55 356.50 1.755 35.65 17.55 356.50 3.51 71.30 16.00 323.00 3.20 64.60 14.00 283.00 21.561+380 20 17.50 350.50 1.75 35.05 17.50 350.50 3.50 70.10 16.00 320.00 3.20 64.00 14.00 280.00 21.341+400 20 17.50 350.00 1.75 35.00 17.50 350.00 3.50 70.00 16.00 320.00 3.20 64.00 14.00 280.00 21.341+422.53 22.53 17.50 394.28 1.75 39.43 17.50 394.28 3.50 78.86 16.00 360.48 3.20 72.10 14.00 315.42 24.04

SUB TOTAL LADO IZQUIERDO 29520.28 149.31 2952.03 29520.275 5904.05 27401.68 5480.34 24556.62 1871.21

TRANSICIONES Area Superficial Area Superficial Area Superficial Area Superficialtransicion Jr. Dante Nava lado Der 1.79 0.18 1.79 0.36 1.79 0.36 1.79 0.14transicion Jr. Dante Nava lado Izqu 4.73 0.47 4.73 0.95 4.73 0.95 4.73 0.36transicion Jr. Lacustre lado derecho 37.02 3.70 37.02 7.40 37.02 7.40 37.02 2.82transicion Jr. Lacustre lado izquier 45.87 4.59 45.87 9.17 45.87 9.17 45.87 3.50transicion Jr. Belisario Suarez lado 65.02 6.50 65.02 13.00 65.02 13.00 65.02 4.95transicion Jr. Belisario Suarez lado 45.52 4.55 45.52 9.10 45.52 9.10 45.52 3.47transicion Jr. Luis Chevarria Derech 71.69 7.17 71.69 14.34 71.69 14.34 71.69 5.46transicion Jr. Paucarcolla lado der 47.70 4.77 47.70 9.54 47.70 9.54 47.70 3.63Jr. Paucarcolla y Av. Primavera (izq 285.12 28.51 285.12 57.02 285.12 57.02 285.12 21.73transicion Jr. Celso Briones lado d 81.40 8.14 81.40 16.28 81.40 16.28 81.40 6.20transicion Jr. Toribio Gutierrez lad 100.78 10.08 100.78 20.16 100.78 20.16 100.78 7.68transicion Jr. Joaquin Inclan lado d 33.56 3.36 33.56 6.71 33.56 6.71 33.56 2.56transicion Jr. Joaquin Inclan lado i 49.77 4.98 49.77 9.95 49.77 9.95 49.77 3.79transicion Psj. Afirmado lado derec 21.83 2.18 21.83 4.37 21.83 4.37 21.83 1.66transicion Jr. Augusto Sandino lad 59.79 5.98 59.79 11.96 59.79 11.96 59.79 4.56transicion Jr. Augusto Sandino lado 29.34 2.93 29.34 5.87 29.34 5.87 29.34 2.24transicion via Pavimentada lado de 47.29 4.73 47.29 9.46 47.29 9.46 47.29 3.60transicion via Pavimentada lado iz 15.85 1.59 15.85 3.17 15.85 3.17 15.85 1.21transicion Jr. Toribio Pacheco Varg 58.36 5.84 58.36 11.67 58.36 11.67 58.36 4.45





0.10 0.2 0.2 3









ESPARCIDO(M2)


transicion Jr. Toribio Pacheco Varg 47.56 4.76 47.56 9.51 47.56 9.51 47.56 3.62Via Afirmada derecha 16.47 1.65 16.47 3.29 16.47 3.29 16.47 1.26transicion Jr. 7 de Junio lado derec 46.19 4.62 46.19 9.24 46.19 9.24 46.19 3.52transicion Jr. 7 de Junio lado izquie 47.99 4.80 47.99 9.60 47.99 9.60 47.99 3.66transicion Jr. Espinar lado izquierd 31.43 3.14 31.43 6.29 31.43 6.29 31.43 2.39SUB TOTAL TRANSICIONES 1292.07 129.21 1292.07 258.41 1292.07 258.41 1292.07 98.46

INTERMEDIOS DE INTERSECCIONESinterseccion con Jr. Dante Nava 16.13 1.61 16.13 3.23 16.13 3.23 16.13 1.23interseccion con Jr. Lacustre 60.42 6.04 60.42 12.08 60.42 12.08 60.42 4.60interseccion con Jr. Belisario Suare 51.85 5.18 51.85 10.37 51.85 10.37 51.85 3.95interseccion con Jr. Luis Chevarria 60.47 6.05 60.47 12.09 60.47 12.09 60.47 4.61interseccion con Jr. Paucarcolla 63.94 6.39 63.94 12.79 63.94 12.79 63.94 4.87interseccion con Jr. Celso Briones 63.37 6.34 63.37 12.67 63.37 12.67 63.37 4.83interseccion con Jr. Toribio Gutierr 67.35 6.73 67.35 13.47 67.35 13.47 67.35 5.13interseccion con Jr. Joaquin Inclan 70.50 7.05 70.50 14.10 70.50 14.10 70.50 5.37interseccion con psje Afrimado 24.74 2.47 24.74 4.95 24.74 4.95 24.74 1.89interseccion con Jr. Augusto Sandi 57.07 5.71 57.07 11.41 57.07 11.41 57.07 4.35interseccion con Via Afirmada 66.20 6.62 66.20 13.24 66.20 13.24 66.20 5.04interseccion con Jr. Toribio Pachec 54.57 5.46 54.57 10.91 54.57 10.91 54.57 4.16interseccion con Via Afirmada 34.25 3.42 34.25 6.85 34.25 6.85 34.25 2.61interseccion con Jr. 7 de Junio 68.95 6.89 68.95 13.79 68.95 13.79 68.95 5.25interseccion con Jr. Espinar 18.44 1.84 18.44 3.69 18.44 3.69 18.44 1.40SUB TOTAL INTERMEDIOS DE INTE 778.22 77.82 778.22 155.64 778.22 155.64 778.22 59.30

TOTAL 31590.57 3159.06 31590.57 6318.11 29471.97 5894.39 26626.91 2028.97

PLANILLA DE METRADOS

OBRA:

FORMULA MEJORAMIENTO DE VIAITEM DESCRIPCIÓN UND TOTAL

01 PISTAS

01.01 OBRAS PROVISIONALES Y TRABAJOS PRELIMINARES

01.01.01 CONSTRUCCIONES PROVISIONALES01,01,01,01 ALMACEN Y CASETA DE GUARDIANIA mes 10.0001,01,01,02 CARTEL DE OBRA 3,60 X 2,40 m und 1.0001.01.02 INSTALACIONES PROVISIONALES01.01.02.01 AGUA PARA LA CONSTRUCCION mes 10.0001.01.02.02 ENERGIA ELECTRICA PARA LA CONSTRUCCION mes 10.0001.01.03 LIMPIEZA DEL TERRENO Y OTROS01.01.03.01 LIMPIEZA DE CANAL m 702.6701.01.03.02 ACARREO DE MATERIAL EXCEDENTE Dpro=30M m3 126.4801.01.03.03 ELIMINIZACION DE MALEZA M2 942.5401.01.04 MOVILIZACION Y DESMOVILIZACION DE MAQUINARIA Y HERRAMIENTAS01.01.04.01 MOVILIZACION Y DESMOVILIZACION DE MAQUINARIA Y EQUIPO glb 1.0001.01.05 DEMOLICIONES Y DESMONTAJES01.01.05.01 DEMOLICION DE CANAL EXISTENTE m3 394.3501.01.05.02 DEMOLICION DE PAVIMENTO FLEXIBLE m3 1570.8901.01.05.03 DEMOLICION DE ELEMENTOS DE CONCRETO M3 5.1501.01.05.10 ELIMINACION DE DEMOLICIONES m3 3501.4201.01.06 TRAZOS, NIVELES Y REPLANTEO PRELIMINAR01.01.06.01 TRAZO, NIVELACION Y REPLANTEO m2 31417.8701.01.06.02 TRAZO Y REPLANTEO DURANTE EL PROCESO m2 31417.8701.01.07 SEGURIDAD Y SALUD01.01.07.01 SEÑALIZACION DE SEGURIDAD Y/O DESVIO DE TRAFICO EN OBRA glb. 1.0001.02 MOVIMIENTO DE TIERRAS01.02.01 CORTES01.02.01.01 CORTE DE TERENO NORMAL EN FORMA MANUAL m3 839.9801.02.01.02 CORTE DE TERRENO NORMAL CON MAQUINARIA m3 27159.5101.02.02 ELIMINACION DE MATERIAL EXCEDENTE01.02.02.01 ACARREO DE MATERIAL EXCEDENTE Dpro=30M m3 1091.9801.02.02.02 CARGUIO Y ELIMINACION DE MATERIAL EXCEDENTE Dpro.= 5 km m3 29155.6701.02.03 PERFILADO Y COMPACTADO DE SUB RASANTE EN ZONAS DE CORTE01.02.03.01 PERFILADO Y COMPACTADO DE SUB RASANTE E ZONA DE CORTE C/EQUIPOm2 1540.6201.02.03.02 PERFILADO Y COMPACTADO DE SUBRASANTE EN ZONAS DE CORTE m2 29482.7701.03 MEJORAMIENTO DE SUELOS A NIVEL DE SUBRASANTE01.03.01 MEJORAMIENTO CON GEOMALLAS Y GEOTEXTILES01.03.01.01 SUMINISTRO E INSTALACION DE GEOTEXTIL NO TEJIDO m2 19623.0001.03.01.02 SUMINISTRO E INSTALACION DE GEOMALLA MULTIAXIAL TX160 m2 19623.0001.03.02 MEJORAMIENTO DE SUBRASANTE01.03.02.01 EXTRACCION Y APILAMIENTO DE MATERIAL DE PRESTAMO (CANTERA KUNTm3 17516.9401.03.02.02 CARGUIO Y TRANSPORTE DE MATERIAL DE PRESTAMO DE CANTERA A OBRm3 15100.8101.03.02.03 CONFORMACION DE SUB RASANTE CON MATERIAL DE PRESTAMO m2 19623.0001.03.03 ANTICONTAMINANTE01.03.03.01 SUMINISTRO DE HORMIGON PUESTO EN OBRA TAMAÑO MAX 2" m3 3790.8701.03.03.02 CONFORMACION DE CAPA NIVELANTE CON MATERIAL DE PRESTAMO C/EQUm2 947.7201.03.02.05 CONFORMACION DE CAPA NIVELANTE CON MATERIAL DE PRESTAMO m2 30642.8501.04 SUB BASE01.04.01 MATERIAL DE PRESTAMO CANTERA CUTIMBO (MEZCLA 50%)01.04.01.01 SUMINISTRO DE HORMIGON PUESTO EN OBRA TAMAÑO MAX 2" M3 3790.8701.04.02 MATERIAL SELECCIONADO CANTERA JAYLLIHUAYA (MEZCLA 50%)01.04.02.01 EXTRACCION Y APILAMIENTO DE MATERIAL DE PRESTAMO (CANTERA JAYL m3 4580.6301.04.02.02 ZARANDEO DE MATERIAL DE PRESTAMO (CANTERA JAYLLIHUAYA MEZCLA 5m3 4580.6301.04.02.03 CARGUIO Y TRANSPORTE DE MATERIAL DE PRESTAMO DE CANTERA A OB m3 3948.8201.04.03 CONFORMACION DE SUB BASE01.04.03.01 MEZCLADO DE MATERIAL DE PRESTAMO CANTERA CUTIMBO 50% - CANTER m3 7739.6901.04.03.02 CONFORMACION DE SUB BASE CON MATERIAL DE PRESTAMO E=0.20m C/EQm2 947.7201.04.03.03 CONFORMACION DE SUB BASE CON MATERIAL DE PRESTAMO E=0.20m m2 30642.8501.05 BASE01.05.01 MATERIAL DE PRESTAMO CANTERA CUTIMBO (MEZCLA 60%)01.05.01.01 SUMINISTRO DE HORMIGON PUESTO EN OBRA TAMAÑO MAX 2" m3 4243.96


PLANILLA DE METRADOS

OBRA:

FORMULA MEJORAMIENTO DE VIAITEM DESCRIPCIÓN UND TOTAL


01.05.02 MATERIAL SELECCIONADO CANTERA JAYLLIHUAYA (MEZCLA 40%)01.05.02.01 EXTRACCION Y APILAMIENTO DE MATERIAL DE PRESTAMO (CANTERA JAYL m3 3418.7501.05.02.02 ZARANDEO DE MATERIAL DE PRESTAMO (CANTERA JAYLLIHUAYA MEZCLA 4m3 3418.7501.05.02.03 CARGUIO Y TRANSPORTE DE MATERIAL DE PRESTAMO DE CANTERA A OB m3 1232.0301.05.03 CONFORMACION DE BASE01.05.03.01 MEZCLADO DE MATERIAL DE PRESTAMO CANTERA CUTIMBO 60% - CANTER m3 5476.0001.05.03.03 CONFORMACION DE BASE CON MATERIAL DE PRESTAMO E=0.20m C/EQUIPOm2 884.1601.05.03.04 CONFORMACION DE BASE CON MATERIAL DE PRESTAMO E=0.20m m2 28587.8101.06 PAVIMENTO FLEXIBLE01.06.01 PIEDRA CHANCADA01.06.01.01 EXTRACCION Y APILAMIENTO DE MATERIAL DE OVER m3 2637.6601.07.01.02 CARGUIO Y TRANSPORTE DE MATERIAL OVER m3 2637.6601.06.01.03 CHANCADO DE MATERIAL AGREGADO GRUESO PARA MEZCLA ASFALTICA m3 2637.6601.06.02 PAVIMENTO FLEXIBLE01.06.02.01 LIMPIEZA DE SUPERFICIE m2 26626.9101.06.02.02 IMPRIMACION ASFALTICA m2 26626.9101.06.02.03 PREPARACION DE MEZCLA ASFALTICA EN CALIENTE m3 2028.9701.06.02.04 ARENADO m2 26626.9101.06.02.05 TRANSPORTE DE MEZCLA ASFALTICA MAYOR DE 1 km m3 2231.8701.06.02.06 ESPARCIDO Y COMPACTADO DE MEZCLA ASFALTICA m2 26626.9101.07 VARIOS01.07.01 PRUEBAS DE CALIDAD und 2.0001.07.02 CONTROL DE PLANIMETRIA m2 29471.9701.07.03 CONTROL DE CALIDAD PARA CONCRETO und 1.0001.07.04 CONTROL DE CALIDAD PARA ASFALTO und 1.0001.07.05 NIVELACION DE BUZONES EN GENERAL und 35.0001.07.06 EVAL. Y REPAR. CONEXIONES DOMICILIARIAS DE DESAGUE und 102.0001.07.07 EVAL. Y REPAR. CONEXIONES DOMICILIARIAS DE AGUA und 102.0001.07.08 LIMPIEZA FINAL DE OBRA m2 29471.97

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