2 VEREDAS
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METRADO DE VEREDASZONA URBANA BUENOS AIRES (VIA PRINCIPAL) KM 42+800 - KM 43+503.10
Ubicación (Area) Area Total Base Granular Concreto f´c=140kg/cm2 Encofrado 0.15 m2/ml ExcavaciónProgresiva Lado Lado Superficial Espesor Volumen Espesor Volumen Lado Lado Total
m2 m m3 m m3 m m3
42+800-42+928 192.00 192.00 384.00 0.10 38.40 0.15 57.60 129.50 129.50 259.00 38.8542+928-42+946 21.28 24.33 45.61 0.10 4.56 0.15 6.84 20.40 20.40 40.80 6.1242+946-42+980 51.00 51.00 102.00 0.10 10.20 0.15 15.30 68.00 68.00 136.00 20.4042+980-43+021 61.50 61.50 123.00 0.10 12.30 0.15 18.45 82.00 82.00 164.00 24.60
43+021-43+031.84 16.26 16.26 0.10 1.63 0.15 2.44 23.18 23.18 3.4843+040-43+046.10 17.93 19.72 37.65 0.10 3.77 0.15 5.65 18.42 18.51 36.93 5.5443+046.10-43+190 241.86 241.86 483.72 0.10 48.37 0.15 72.56 287.80 287.80 575.60 86.34
43+190-43+208 30.80 27.00 57.80 0.10 5.78 0.15 8.67 22.70 22.70 3.4143+208-43+283 112.50 112.50 225.00 0.10 22.50 0.15 33.75 150.00 150.00 300.00 45.0043+283-43+301 36.80 33.79 70.59 0.10 7.06 0.15 10.59 24.30 25.72 50.02 7.5043+301-43+376 112.50 112.50 225.00 0.10 22.50 0.15 33.75 150.00 150.00 300.00 45.0043+376-43+394 28.83 24.59 53.42 0.10 5.34 0.15 8.01 22.40 20.80 43.20 6.4843+394-43+470 114.00 114.00 228.00 0.10 22.80 0.15 34.20 152.00 152.00 304.00 45.60
43+470-43+503.10 3.15 46.05 49.20 0.10 4.92 0.15 7.38 7.00 31.90 38.90 5.84Total 210.13 315.19 2,294.33 344.15
Izquierdo m2
Derecho m2
Izquierdo m
Derecho m
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METRADO DE VEREDASZONA URBANA BUENOS AIRES ACCESOS / CALLES
Ubicación (Area) Area Total Base Granular Concreto f´c=140kg/cm2 Encofrado 0.15 m2/ml ExcavaciónProgresiva Lado Lado Superficial Espesor Volumen Espesor Volumen Lado Lado Total
m2 m m3 m m3 m m3
45.61 43.60 89.21 0.10 8.92 0.15 13.38 63.20 61.20 124.40 18.66
42.56 0.00 42.56 0.10 4.26 0.15 6.38 58.16 0.00 58.16 8.72
40.58 38.92 79.50 0.10 7.95 0.15 11.92 58.74 64.54 123.28 18.49
43.18 45.83 89.01 0.10 8.90 0.15 13.35 57.54 62.37 119.91 17.99
0.00 0.00 0.00 0.10 0.00 0.15 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.10 0.00 0.15 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.10 0.00 0.15 0.00 0.00 0.00 0.00 0.00Total 30.03 45.04 425.75 63.86
Izquierdo m2
Derecho m2
Izquierdo m
Derecho m
42+937.20 Calle s/nombre
43+199.00 Jr. Arequipa
43+292.00 Jr. Sucre
43+385.00 Jr. Lima
43+481.00 Acc. Tarapoto - I
43+596.00 Acc. Paujizapa - D
43+031.84 Acc. Sta. Rosillo - D
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METRADO DE VEREDASZONA URBANA DE PICOTA Y ACCESOS A CALLES
Ubicación (Area) Area Total Base Granular Concreto f´c=140 kg/m2 (m3) Encofrado (m2) Excav.Progresiva Lado Lado Superficie Espesor Volumen Losa Uñas H=0.20 Volumen Lado Lado Total m3
Izquierdo Derecho m2 m m3 e = 0.15 A=0.20 Total Izquierdo Derecho m2Vía Principal
58+570-58+673 144.00 144.00 0.10 14.40 21.60 4.54 26.14 17.03 17.03 4.5458+550-58+659 214.00 214.00 0.10 21.40 32.10 6.32 38.42 23.70 23.70 6.3258+667-58+760 305.50 305.60 0.10 30.56 45.84 5.10 50.94 19.13 19.13 5.1058+679-58+764 165.05 165.05 0.10 16.51 24.76 4.17 28.93 15.65 15.65 4.1758+766-58+831 114.15 114.15 0.10 11.42 17.12 3.46 20.58 12.99 12.99 3.4658+770-58+835 213.70 213.70 0.10 21.37 32.06 3.68 35.74 13.82 13.82 3.6858+837-58+940 230.00 230.00 0.10 23.00 34.50 5.77 40.27 21.63 21.63 5.7758+840-58+946 322.35 322.35 0.10 32.24 48.35 6.03 54.38 22.63 22.63 6.0358+964-58+968 48.00 0.10 4.80 7.20 1.60 8.80 6.00 1.60
Calles / AccesosCalle s/n 58+552 (i) 45.90 45.90 0.10 4.59 6.89 0.95 7.84 3.56 3.56 0.95Calle s/n 58+552 (d) 45.81 45.81 0.10 4.58 6.87 1.04 7.91 3.92 3.92 1.04
Jr. Sucre 58+663.6 (d) 70.59 70.59 0.10 7.06 10.59 1.30 11.89 4.86 4.86 1.30Jr. Sucre 58+677.5 (i) 25.80 25.80 0.10 2.58 3.87 0.86 4.73 3.23 3.23 0.86
Jr. Bolognesi 58+759.5 (d) 21.00 21.00 0.10 2.10 3.15 0.70 3.85 2.63 2.63 0.70Jr. Miguel Grau 58+828.7 (d) 18.36 18.36 0.10 1.84 2.75 0.61 3.36 2.30 2.30 0.61Jr. Tupac Amaru 58+945.7 (i) 13.92 13.92 0.10 1.39 2.09 0.46 2.55 1.74 1.74 0.46
Total 199.82 346.32 174.82 46.59
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METRADO DE VEREDASCASERIO SHIMBILLO
Ubicación (Area) Area Total Base Granular Concreto f´c = 140 kg/cm2 (m3) Encofrado (m2) ExcavaciónProgresiva Lado Lado Superficie Espesor Volumen Losa Uñas H=0.20 Volumen Lado Lado Total m3
Izquierdo Derecho m2 m m3 e = 0.15 A=0.20 Total Izquierdo Derecho m2
47+980 - 48+000 27.00 27.00 54.00 0.075 4.05 8.10 3.20 11.30 6.00 6.00 12.00 3.2048+000 - 48+030 45.00 45.00 90.00 0.075 6.75 13.50 4.80 18.30 9.00 9.00 18.00 4.8048+030 - 48+050 27.00 27.00 54.00 0.075 4.05 8.10 3.20 11.30 6.00 6.00 12.00 3.20
Total 14.85 40.90 42.00 11.20
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METRADO DE VEREDASCASERIO CHINCHA ALTA
Ubicación (Area) Area Total Base Granular Concreto f´c = 140 kg/cm2 (m3) Encofrado (m2) ExcavaciónProgresiva Lado Lado Superficie Espesor Volumen Losa Uñas H=0.20 Volumen Lado Lado Total m3
Izquierdo Derecho m2 m m3 e = 0.15 A=0.20 Total Izquierdo Derecho m2
48+710 - 48+730 27.00 27.00 54.00 0.075 4.05 8.10 3.20 11.30 6.00 6.00 12.00 3.2048+730 - 48+760 45.00 45.00 90.00 0.075 6.75 13.50 4.80 18.30 9.00 9.00 18.00 4.8048+760 - 48+780 27.00 27.00 54.00 0.075 4.05 8.10 3.20 11.30 6.00 6.00 12.00 3.20
Total 14.85 40.90 42.00 11.20
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METRADO DE VEREDASZONA URBANA PUCACACA
Ubicación (Area) Area Total Base Granular Concreto f´c = 140 kg/cm2 (m3) Encofrado (m2) ExcavaciónProgresiva Lado Lado Superficie Espesor Volumen Losa Uñas H=0.20 Volumen Lado Lado Total m3
Izquierdo Derecho m2 m m3 e = 0.15 A=0.20 Total Izquierdo Derecho m2Calle Arequipa
50+360 - 50+372.5 64.55 15.00 79.55 0.075 5.97 11.93 1.82 13.75 3.05 3.75 6.80 1.8250+372.5 - 50+384 61.75 13.20 74.95 0.075 5.62 11.24 2.08 13.32 4.35 3.45 7.80 2.0850+384 - 50+390 10.50 7.80 18.30 0.075 1.37 2.75 0.72 3.47 0.90 1.80 2.70 0.7250+390 - 50+400 15.00 13.50 28.50 0.075 2.14 4.27 1.20 5.48 1.50 3.00 4.50 1.2050+400 - 50+410 15.00 13.50 28.50 0.075 2.14 4.27 1.42 5.69 2.33 3.00 5.33 1.4250+410 - 50+440 225.00 60.00 285.00 0.075 21.38 42.75 3.84 46.59 5.48 9.00 14.48 3.8450+440 - 50+460 30.00 27.00 57.00 0.075 4.27 8.55 2.40 10.95 3.00 6.00 9.00 2.4050+460 - 50+468 80.92 80.92 0.075 6.07 12.14 0.78 12.92 2.92 2.92 0.78
50+475.5 - 50+483 95.47 95.47 0.075 7.16 14.32 0.80 15.12 3.00 3.00 0.80Total 56.11 127.29 56.53 15.06
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METRADO DE VEREDASACCESO AL VALLE OESTE
Ubicación (Area) Area Total Base Granular Concreto f´c = 140 kg/cm2 (m3) Encofrado (m2) ExcavaciónProgresiva Lado Lado Superficie Espesor Volumen Losa Uñas H=0.20 Volumen Lado Lado Total m3
Izquierdo Derecho m2 m m3 e = 0.15 A=0.20 Total Izquierdo Derecho m2Paradero
51+100 - 51+120 27.00 27.00 54.00 0.075 4.05 8.10 3.20 11.30 6.00 6.00 12.00 3.2051+120 - 51+150 45.00 45.00 90.00 0.075 6.75 13.50 4.80 18.30 9.00 9.00 18.00 4.8051+150 - 51+170 27.00 27.00 54.00 0.075 4.05 8.10 3.20 11.30 6.00 6.00 12.00 3.20
Intersección51+060 (Isla) 56.250 0.075 4.22 8.44 6.88 15.32 25.80 6.8851+075 (Isla) 30.875 0.075 2.32 4.63 1.62 6.25 6.52 1.62
Total 21.38 62.47 74.32 19.70
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METRADO DE VEREDASCASERIO VILLANUEVA
Ubicación (Area) Area Total Base Granular Concreto f´c = 140 kg/cm2 (m3) Encofrado (m2) ExcavaciónProgresiva Lado Lado Superficie Espesor Volumen Losa Uñas H=0.20 Volumen Lado Lado Total m3
Izquierdo Derecho m2 m m3 e = 0.15 A=0.20 Total Izquierdo Derecho m2
54+670 - 54+690 27.00 27.00 54.00 0.075 4.05 8.10 3.20 11.30 6.00 6.00 12.00 3.2054+690 - 54+720 45.00 45.00 90.00 0.075 6.75 13.50 4.80 18.30 9.00 9.00 18.00 4.8054+720 - 54+740 27.00 27.00 54.00 0.075 4.05 8.10 3.20 11.30 6.00 6.00 12.00 3.20
Total 14.85 40.90 42.00 11.20
Ubicación (Area) Area Total Base Granular Concreto f´c = 140 kg/cm2 (m3) Encofrado (m2) ExcavaciónProgresiva Lado Lado Superficie Espesor Volumen Losa Uñas H=0.20 Volumen Lado Lado Total m3
Izquierdo Derecho m2 m m3 e = 0.15 A=0.20 Total Izquierdo Derecho m2
54+670 - 54+690 27.00 27.00 54.00 0.075 4.05 8.10 3.20 11.30 6.00 6.00 12.00 3.2054+690 - 54+720 45.00 45.00 90.00 0.075 6.75 13.50 4.80 18.30 9.00 9.00 18.00 4.8054+720 - 54+740 27.00 27.00 54.00 0.075 4.05 8.10 3.20 11.30 6.00 6.00 12.00 3.20
Total 14.85 40.90 42.00 11.20
Ubicación (Area) Area Total Base Granular Concreto f´c = 140 kg/cm2 (m3) Encofrado (m2) ExcavaciónProgresiva Lado Lado Superficie Espesor Volumen Losa Uñas H=0.20 Volumen Lado Lado Total m3
Izquierdo Derecho m2 m m3 e = 0.15 A=0.20 Total Izquierdo Derecho m2
54+670 - 54+690 27.00 27.00 54.00 0.075 4.05 8.10 3.20 11.30 6.00 6.00 12.00 3.2054+690 - 54+720 45.00 45.00 90.00 0.075 6.75 13.50 4.80 18.30 9.00 9.00 18.00 4.8054+720 - 54+740 27.00 27.00 54.00 0.075 4.05 8.10 3.20 11.30 6.00 6.00 12.00 3.20
Total 14.85 40.90 42.00 11.20