canal metrado

PROGRESIVA DISTANCIA A.C. A.R V.C. V.R. V.C. V.C. V.C.

(m) m2 m2 m3 m3 M.S R.S. R.F

(1)+(2)+(3) (1) (2) (3)

+.00 0.89 0.00 0.00 0.00

+20.00 20.00 0.72 0.00 16.10 0.00

+40.00 20.00 1.22 0.00 19.40 0.00

+60.00 20.00 1.33 0.00 25.50 0.00

+80.00 20.00 1.43 0.00 27.60 0.00

+100.00 20.00 1.39 0.00 28.20 0.00

+120.00 20.00 0.86 0.00 22.50 0.00

+160.00 40.00 1.51 0.00 47.40 0.00

+170.00 10.00 0.59 0.00 10.50 0.00

+180.00 10.00 0.70 0.00 6.45 0.00

+200.00 20.00 0.63 0.00 13.30 0.00

+210.00 10.00 0.66 0.00 6.45 0.00

+220.00 10.00 0.59 0.00 6.25 0.00

+240.00 20.00 0.78 0.00 13.70 0.00

+250.00 10.00 0.71 0.00 7.45 0.00

+280.00 30.00 0.68 0.00 20.85 0.00

+290.00 10.00 0.72 0.00 7.00 0.00

+300.00 10.00 0.80 0.00 7.60 0.00

+320.00 20.00 0.86 0.00 16.60 0.00

+340.00 20.00 0.93 0.00 17.90 0.00

+360.00 20.00 0.59 0.00 15.20 0.00

+370.00 10.00 0.52 0.00 5.55 0.00

+400.00 30.00 0.57 0.00 16.35 0.00

+420.00 20.00 0.79 0.00 13.60 0.00

+430.00 10.00 0.72 0.00 7.55 0.00

+440.00 10.00 1.12 0.00 9.20 0.00

+480.00 40.00 0.79 0.00 38.20 0.00

+500.00 20.00 0.65 0.00 14.40 0.00

+520.00 20.00 1.02 0.00 16.70 0.00

+560.00 40.00 1.07 0.00 41.80 0.00

+580.00 20.00 0.65 0.00 17.20 0.00

+600.00 20.00 0.77 0.00 14.20 0.00

+620.00 20.00 0.64 0.00 14.10 0.00

+640.00 20.00 1.22 0.00 18.60 0.00

+660.00 20.00 0.84 0.00 20.60 0.00

+680.00 20.00 0.63 0.00 14.70 0.00

+700.00 20.00 0.60 0.00 12.30 0.00

+740.00 40.00 0.76 0.00 27.20 0.00

+760.00 20.00 0.91 0.00 16.70 0.00

+770.00 10.00 1.05 0.00 9.80 0.00

+780.00 10.00 1.70 0.00 13.75 0.00

+790.00 10.00 0.98 0.00 13.40 0.00

+800.00 10.00 0.73 0.00 8.55 0.00

+820.00 20.00 0.72 0.00 14.50 0.00

+880.00 60.00 0.84 0.00 46.80 0.00

+900.00 20.00 0.60 0.00 14.40 0.00

+920.00 20.00 0.77 0.00 13.70 0.00

+940.00 20.00 3.70 0.00 44.70 0.00

+960.00 20.00 1.05 0.00 47.50 0.00

+980.00 20.00 1.45 0.00 25.00 0.00

+990.00 10.00 23.03 0.00 122.40 0.00

1029.40 0.00 0.00 0.00 0.00

MEJORAMIENTO DEL SERVICIO DE AGUA PARA RIEGO HUAYLAS - ANCASH

SECTOR: CHULLIN - NUEVO PROGRESO

SUSTENTO DE METRADOS DE EXCAVACIONES DEL KM 0+000 AL KM 3+185.75

km 0+000 - km 0+990





(m) m2 m2 m3 m3 M.S R.S. R.F

(1)+(2)+(3) (1) (2) (3)

1+000.00 13.66 0.00 0.00

1+020.00 20.00 17.90 315.60 0.00

1+040.00 20.00 7.01 249.10 0.00

1+060.00 20.00 22.32 293.30 0.00

1+080.00 20.00 28.57 508.90 0.00

1+090.00 10.00 31.90 302.35 0.00

1+100.00 10.00 32.58 322.40 0.00

1+110.00 10.00 45.75 391.65 0.00

1+120.00 10.00 32.08 389.15 0.00

1+140.00 20.00 19.11 511.90 0.00

1+150.00 10.00 21.20 201.55 0.00

1+160.00 10.00 19.72 204.60 0.00

1+180.00 20.00 50.02 697.40 0.00

1+200.00 20.00 24.88 749.00 0.00

1+220.00 20.00 6.90 317.80 0.00

1+240.00 20.00 0.68 75.80 0.00

1+260.00 20.00 0.89 15.70 0.00

1+280.00 20.00 0.82 17.10 0.00

1+300.00 20.00 0.81 16.30 0.00

1+320.00 20.00 0.96 17.70 0.00

1+340.00 20.00 0.84 18.00 0.00

1+360.00 20.00 1.19 20.30 0.00

1+380.00 20.00 1.52 27.10 0.00

1+420.00 40.00 33.70 704.40 0.00

1+430.00 10.00 1.38 175.40 0.00

1+440.00 10.00 1.24 13.10 0.00

1+460.00 20.00 0.72 19.60 0.00

1+480.00 20.00 0.67 13.90 0.00

1+500.00 20.00 0.95 16.20 0.00

1+520.00 20.00 0.97 19.20 0.00

1+540.00 20.00 0.98 19.50 0.00

1+550.00 10.00 0.33 0.02 6.55 0.05

1+560.00 10.00 2.13 12.30 0.05

1+580.00 20.00 1.77 39.00 0.00

1+590.00 10.00 5.60 36.85 0.00

1+600.00 10.00 8.43 70.15 0.00

1+610.00 10.00 19.23 0.59 138.30 1.48

1+620.00 10.00 17.56 183.95 1.48

1+640.00 20.00 1.03 185.90 0.00

1+660.00 20.00 0.87 19.00 0.00

1+680.00 20.00 0.60 14.70 0.00

1+710.00 30.00 1.21 27.15 0.00

1+720.00 10.00 1.29 12.50 0.00

1+740.00 20.00 1.09 23.80 0.00

1+760.00 20.00 1.29 23.80 0.00

1+770.00 10.00 1.48 13.85 0.00

1+780.00 10.00 2.98 22.30 0.00

1+800.00 20.00 5.12 81.00 0.00

1+820.00 20.00 1.13 62.50 0.00

1+840.00 20.00 2.13 32.60 0.00

1+860.00 20.00 1.92 40.50 0.00

1+880.00 20.00 2.12 40.40 0.00

1+900.00 20.00 0.66 27.80 0.00

1+920.00 20.00 6.30 69.60 0.00

1+940.00 20.00 0.79 70.90 0.00

7899.40 3.05 0.00 0.00 0.00km 1+000 - km 1+940





(m) m2 m2 m3 m3 M.S R.S. R.F

(1)+(2)+(3) (1) (2) (3)

1+960.00 1.50 0.00 0.00

1+970.00 10.00 1.28 13.90 0.00

1+980.00 10.00 0.98 11.30 0.00

2+000.00 20.00 0.90 18.80 0.00

2+030.00 30.00 4.37 79.05 0.00

2+040.00 10.00 5.51 49.40 0.00

2+060.00 20.00 6.15 116.60 0.00

2+080.00 20.00 1.99 81.40 0.00

2+100.00 20.00 1.38 33.70 0.00

2+120.00 20.00 0.83 22.10 0.00

2+140.00 20.00 0.88 17.10 0.00

2+160.00 20.00 1.11 19.90 0.00

2+180.00 20.00 0.86 19.70 0.00

2+200.00 20.00 0.89 17.50 0.00

2+220.00 20.00 0.91 18.00 0.00

2+250.00 30.00 0.91 27.30 0.00

2+260.00 10.00 1.07 9.90 0.00

2+300.00 40.00 0.78 37.00 0.00

2+330.00 30.00 0.96 26.10 0.00

2+340.00 10.00 0.63 7.95 0.00

2+350.00 10.00 0.64 6.35 0.00

2+360.00 10.00 0.60 6.20 0.00

2+400.00 40.00 0.74 26.80 0.00

2+420.00 20.00 0.63 13.70 0.00

2+440.00 20.00 0.81 14.40 0.00

2+460.00 20.00 1.04 18.50 0.00

2+480.00 20.00 0.70 17.40 0.00

2+500.00 20.00 0.57 12.70 0.00

2+520.00 20.00 0.59 11.60 0.00

2+540.00 20.00 0.94 15.30 0.00

2+560.00 20.00 0.81 17.50 0.00

2+580.00 20.00 0.87 16.80 0.00

2+600.00 20.00 0.85 17.20 0.00

2+620.00 20.00 0.85 17.00 0.00

2+650.00 30.00 1.00 27.75 0.00

2+660.00 10.00 1.11 10.55 0.00

2+680.00 20.00 1.04 21.50 0.00

2+700.00 20.00 1.12 21.60 0.00

2+710.00 10.00 1.34 12.30 0.00

2+740.00 30.00 2.48 57.30 0.00

2+770.00 30.00 4.32 102.00 0.00

2+780.00 10.00 3.26 37.90 0.00

2+790.00 10.00 19.32 112.90 0.00

2+810.00 20.00 2.13 214.50 0.00

2+840.00 30.00 1.89 60.30 0.00

2+850.00 10.00 2.04 19.65 0.00

2+870.00 20.00 11.81 138.50 0.00

2+890.00 20.00 2.38 141.90 0.00

2+900.00 10.00 2.39 23.85 0.00

2+920.00 20.00 2.31 47.00 0.00

2+940.00 20.00 2.25 45.60 0.00

2+980.00 40.00 0.77 60.40 0.00

3+000.00 20.00 0.61 13.80 0.00

2007.45 0.00 0.00 0.00 0.00km 1+960 - km 3+000





(m) m2 m2 m3 m3 M.S R.S. R.F

(1)+(2)+(3) (1) (2) (3)

3+020.00 0.96 0.00 0.00

3+040.00 20.00 0.75 17.10 0.00

3+050.00 10.00 1.02 8.85 0.00

3+070.00 20.00 0.49 15.10 0.00

3+080.00 10.00 0.65 5.70 0.00

3+090.00 10.00 0.81 7.30 0.00

3+100.00 10.00 2.55 16.80 0.00

3+120.00 20.00 1.18 37.30 0.00

3+130.00 10.00 0.89 10.35 0.00

3+140.00 10.00 0.70 7.95 0.00

3+160.00 20.00 0.87 15.70 0.00

3+185.75 25.75 0.87 22.40 0.00

164.55 0.00 0.00 0.00 0.00

11276.17 m3 10.29%

11100.80 m3 9.22%

175.37 m3 Diferencia de vol. 80.49%

EXPEDIENTE DIFERENCIA

1160.20 m3 18.04 m3

1039.57 m3 16.17 m3

9076.40 m3 141.16 m3

1142.16 m3

1023.40 m3

8935.24 m3

PROPUESTO

RESUMEN DE METRADO

VOLUMEN TOTAL DE EXCAVACION (ACTUAL):

VOLUMEN TOTAL DE EXCAVACION (EXPED.):

km 3+020 - km 3+185.75

VOL. MAT. SUELTO

VOL. ROCA SUELTA

VOL. ROCA FIJA

canal metrado

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