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Proyecto: Cheves Hydropower project Cliente: Cheves S.A. ITEM DESCRIPCIÓN B1 ITEM HUAURA DAM & INTAKE_OT 6034 5 5 FLOOD FLUSHING GATE - RADIAL GATES 4.0 X 6.2MT Cuerpo de la Compuerta Radial 4.0 MTx6.2 MT MODULO 1 MODULO 2 MODULO 3 Umbral.Blindaje lateral derecho,izquierdo,intermedio,solera Anclaje Lateral Tipo 1A Anclaje Lateral Tipo 1B Anclaje Lateral Tipo 2A Anclaje Lateral Tipo 2B Anclaje Lateral Tipo 3A Anclaje Lateral Tipo 3B Anclaje Lateral Tipo 4A Anclaje Lateral Tipo 4B Anclaje Lateral Modulo 1A Anclaje Lateral Modulo 1B Anclaje Lateral Modulo 2A Anclaje Lateral Modulo 2B Anclaje Solera Tipo 1 Anclaje Solera Tipo 2 Barra Ø 5/8"x345 Anclaje 2º fase Barra Ø 5/8"x270 Anclaje 2º fase Barra Ø 5/8"x290 Anclaje 2º fase Barra Ø 5/8"x320 Anclaje 2º fase Lateral Frame Modulo -1A 2º Fase Lateral Frame Modulo -1B Lateral Frame Modulo -2A Lateral Frame Modulo -2B Lateral Frame Modulo -3A Lateral Frame Modulo -3B Sill Frame 2º Fase Sistema de Izaje (Brazos de Compuerta) Brazos de compuerta 6 6 STOP LOG GUIDES FLUSHING GATES Viga de Proteccion de Blindajes laterales (sets-filler beams) Viga de Proteccion de Blindajes laterales Umbral.Blindaje lateral derecho,izquierdo,intermedio,solera

Control de Avance Contratistas Mayo

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Page 1: Control de Avance Contratistas Mayo

Proyecto: Cheves Hydropower projectCliente: Cheves S.A.

ITEM DESCRIPCIÓN

B1 ITEM HUAURA DAM & INTAKE_OT 60345 5 FLOOD FLUSHING GATE - RADIAL GATES 4.0 X 6.2MT

Cuerpo de la Compuerta Radial 4.0 MTx6.2 MT

MODULO 1

MODULO 2

MODULO 3

Umbral.Blindaje lateral derecho,izquierdo,intermedio,solera

Anclaje Lateral Tipo 1A

Anclaje Lateral Tipo 1B

Anclaje Lateral Tipo 2A

Anclaje Lateral Tipo 2B

Anclaje Lateral Tipo 3A

Anclaje Lateral Tipo 3B

Anclaje Lateral Tipo 4A

Anclaje Lateral Tipo 4B

Anclaje Lateral Modulo 1A

Anclaje Lateral Modulo 1B

Anclaje Lateral Modulo 2A

Anclaje Lateral Modulo 2B

Anclaje Solera Tipo 1

Anclaje Solera Tipo 2

Barra Ø 5/8"x345 Anclaje 2º fase

Barra Ø 5/8"x270 Anclaje 2º fase

Barra Ø 5/8"x290 Anclaje 2º fase

Barra Ø 5/8"x320 Anclaje 2º fase

Lateral Frame Modulo -1A 2º Fase

Lateral Frame Modulo -1B

Lateral Frame Modulo -2A

Lateral Frame Modulo -2B

Lateral Frame Modulo -3A

Lateral Frame Modulo -3B

Sill Frame 2º Fase

Sistema de Izaje (Brazos de Compuerta)

Brazos de compuerta

6 6 STOP LOG GUIDES FLUSHING GATES Viga de Proteccion de Blindajes laterales (sets-filler beams)

Viga de Proteccion de Blindajes laterales

Umbral.Blindaje lateral derecho,izquierdo,intermedio,solera

Page 2: Control de Avance Contratistas Mayo

Anclaje lateral tipo 1

Anclaje lateral tipo 2

Anclaje intermedio tipo 1

Anclaje intermedio tipo 2

Anclaje intermedio tipo 3

Anclaje intermedio tipo 4

Anclaje Solera tipo 1

Anclaje de 2da fase barra de Ø 5/8 x 205 mm

Anclaje de 2da fase barra de Ø 5/8/2 x 170 mm

Anclaje de 2da fase barra de Ø 5/8 x 320 mm

Anclaje de 2da fase barra de Ø 5/8 x 125 mm

Blindaje lateral tipo 1 mostrado

Blindaje lateral tipo 1 opuesto

Blindaje lateral tipo 2 mostrado

Blindaje lateral tipo 2 opuesto

Blindaje lateral tipo 3 mostrado

Blindaje lateral tipo 3 opuesto

Blindaje lateral tipo 4 mostrado

Blindaje lateral tipo 4 opuesto

Blindaje intermedio tipo 1 mostrado

Blindaje intermedio tipo 1 opuesto

Blindaje intermedio tipo 2 mostrado

Blindaje intermedio tipo 2 opuesto

Blindaje solera

B6 POWER STATION_OT 603835 35 Tuberia Forzada (Ø2.4 m - Ø2.0 m)_

Tuberia Øint.2000 mm x 4760_e=32

Tuberia Øint.2400 mm x 5960_e=38

Tuberia Øint.2400 mm x 2980_e=38

Tuberia Øint.2400 mm x 1500_e=38

35 35 Bifurcación

Page 3: Control de Avance Contratistas Mayo

261664.44

Proyecto: Cheves Hydropower project TRZ ARMCliente: Cheves S.A. 0.2 0.6

CANT. Peso (Aprox) % Kg %

I. Ucharima 2.0 60341.44 87.2% 10523.96 83.9%

I. Ucharima 2.0 40707.12 94.6% 7,700.98 89.0%

2.0 22920.12 100% 4,584.0 90%

H-D-H-A-805-HO4 2.0 11015.1 100% 2203.0 90%

H-D-H-A-808-HO4 2.0 8326.48 100% 1665.3 90%

H-D-H-A-811-HO4 2.0 3578.54 100% 715.7 90%

2.0 9,469.50 76.7% 1,453.5 76.7%

H-D-H-A-992-HO2 2.0 105.12 100% 21.024 100%

H-D-H-A-992-HO2 2.0 105.12 100% 21.024 100%

H-D-H-A-992-HO2 2.0 110.24 100% 22.048 100%

H-D-H-A-992-HO2 2.0 110.24 100% 22.048 100%

H-D-H-A-992-HO2 2.0 98.78 100% 19.756 100%

H-D-H-A-992-HO2 2.0 98.78 100% 19.756 100%

H-D-H-A-992-HO2 2.0 110.56 100% 22.112 100%

H-D-H-A-992-HO2 2.0 110.56 100% 22.112 100%

H-D-H-A-992-HO2 2.0 242.86 100% 48.572 100%

H-D-H-A-992-HO2 2.0 242.86 100% 48.572 100%

H-D-H-A-992-HO2 2.0 246.96 100% 49.392 100%

H-D-H-A-992-HO2 2.0 246.96 100% 49.392 100%

H-D-H-A-992-HO2 4.0 184.16 100% 36.832 100%

H-D-H-A-992-HO2 4.0 317.32 100% 63.464 100%

H-D-H-A-993-HO2 36.0 19.44 0% 0 0%

H-D-H-A-993-HO2 72.0 30.96 0% 0 0%

H-D-H-A-993-HO2 104.0 16.64 0% 0 0%

H-D-H-A-993-HO2 108.0 19.44 0% 0 0%

H-D-H-A-996-HO2 2.0 793.64 70% 111.11 70%

H-D-H-A-996-HO2 2.0 793.64 70% 111.11 70%

H-D-H-A-998-HO2 2.0 1,642.90 70% 230.01 70%

H-D-H-A-998-HO2 2.0 1,642.90 70% 230.01 70%

H-D-H-A-1000-HO2 2.0 639.98 70% 89.60 70%

H-D-H-A-1000-HO2 2.0 639.98 70% 89.60 70%

H-D-H-A-1002-HO2 2.0 899.46 70% 125.92 70%

4.0 8,317.5 100.0% 1663.5 100.0%

H-D-H-A-813-HO4 4.0 8,317.5 100% 1663.5 100%

I. Ucharima 19,634.3 71.9% 2,823.0 73.4%

2.0 4,446.24 60.0% 533.5 60.0%

H-D-H-A-831-HO1 12.0 4,446.24 60% 533.5 60%

2.0 15,188.08 75.4% 2289.4 77.3%

Page 4: Control de Avance Contratistas Mayo

H-D-H-A-832-HO1 8.0 627.60 100% 125.5 100%

H-D-H-A-832-HO1 8.0 110.40 100% 22.1 100%

H-D-H-A-832-HO1 8.0 627.60 100% 125.5 100%

H-D-H-A-832-HO1 4.0 588.88 50% 58.9 50%

H-D-H-A-832-HO1 8.0 104.64 100% 20.9 100%

H-D-H-A-832-HO1 4.0 356.60 50% 35.7 50%

H-D-H-A-832-HO1 4.0 363.1 100% 72.6 100%

H-D-H-A-833-HO1 224.0 71.6 0% 0.0

H-D-H-A-833-HO1 152.0 56.0 0% 0.0

H-D-H-A-833-HO1 112.0 56.0 0% 0.0

H-D-H-A-833-HO1 8.0 1.6 0% 0.0

H-D-H-A-833-HO1 2.0 2,116.2 70% 296.3 70%

H-D-H-A-833-HO1 2.0 2,116.2 70% 296.3 70%

H-D-H-A-833-HO1 2.0 303.8 70% 42.5 70%

H-D-H-A-833-HO1 2.0 303.8 70% 42.5 70%

H-D-H-A-833-HO1 2.0 2,116.2 70% 296.3 70%

H-D-H-A-833-HO1 2.0 2,116.2 70% 296.3 70%

H-D-H-A-833-HO1 4.0 303.8 70% 42.5 70%

H-D-H-A-833-HO1 2.0 303.8 70% 42.5 70%

H-D-H-A-833-HO1 2.0 290.8 70% 40.7 70%

H-D-H-A-833-HO1 2.0 290.8 70% 40.7 70%

H-D-H-A-833-HO1 2.0 167.8 70% 23.5 70%

H-D-H-A-833-HO1 2.0 167.8 70% 23.5 70%

H-D-H-A-833-HO1 2.0 2,882.06 70% 403.5 70%

I. Ucharima 1.0 201,323.0 88.1% 35472.60 65.5%

Mat. ASTM A572 Gr.50 1.0 177,363.0 100.0% 35472.60 74.3%

H-D-H-I-006B-HO2 10.0 76,331.0 100% 15266.20 80%

H-D-H-I-006B-HO2 7.0 95,320.0 100% 19064.00 70%

H-D-H-I-006B-HO2 1.0 2,285.0 100% 457 70%

H-D-H-I-006B-HO2 1.0 3,427.0 100% 685.4 70%

23,960.0 0.0% 0 0.0%

H-D-H-I-00 1.0 23,960.0 0% 0 0%

Page 5: Control de Avance Contratistas Mayo

53.5%

ARM END LIMP Avance0.6 0.1 0.1 Actual

Kg % Kg % Kg %

30373.32 50.5% 3045.25 53.0% 3197.93 23.59%

21,727.7 39.4% 1,604.32 47.5% 1,933.45 0.0%

12,376.9 2% 45.8 60% 1,375.2 80.2%

5948.15 10% 22.03 60% 660.91 80.20%

4496.30 10% 16.65 60% 499.59 80.20%

1932.41 10% 7.16 60% 214.71 80.20%

4,360.36 76.7% 726.73 59.0% 558.24 100.00%

63.1 100% 10.5 100% 10.51 100.00%

63.1 100% 10.5 100% 10.51 100.00%

66.1 100% 11.0 100% 11.02 100.00%

66.1 100% 11.0 100% 11.02 100.00%

59.3 100% 9.9 100% 9.88 100.00%

59.3 100% 9.9 100% 9.88 100.00%

66.3 100% 11.1 100% 11.06 100.00%

66.3 100% 11.1 100% 11.06 100.00%

145.7 100% 24.3 0% 0.00 90.00%

145.7 100% 24.3 0% 0.00 90.00%

148.2 100% 24.7 0% 0.00 90.00%

148.2 100% 24.7 0% 0.00 90.00%

110.5 100% 18.4 100% 18.42 100.00%

190.4 100% 31.7 100% 31.73 100.00%

0 0% 0.0 0% 0 0.00%

0 0% 0.0 0% 0 0.00%

0 0% 0.0 0% 0 0.00%

0 0% 0.0 0% 0 0.00%

333.33 70% 55.6 60% 47.62 69.00%

333.33 70% 55.6 60% 47.62 69.00%

690.02 70% 115.0 60% 98.57 69.00%

690.02 70% 115.0 60% 98.57 69.00%

268.79 70% 44.8 60% 38.40 69.00%

268.79 70% 44.8 60% 38.40 69.00%

377.77 70% 63.0 60% 53.97 69.00%

4990.50 100.0% 831.8 0.0% 0 90.00%

4990.5 100% 831.8 0 90.0%

8,645.6 73.4% 1,440.9 64.4% 1,264.5 72.5%

1600.6 60.0% 266.8 40.0% 177.85 58.0%

1600.6 60% 266.8 40% 177.85 58.0%

7044.9 77.3% 1174.2 71.5% 1086.64 76.7%

Page 6: Control de Avance Contratistas Mayo

376.6 100% 62.8 100% 62.76 100.0%

66.2 100% 11.0 100% 11.04 100.0%

376.6 100% 62.8 100% 62.76 100.0%

176.7 50% 29.4 100% 58.888 55.0%

62.8 100% 10.5 100% 10.464 100.0%

107.0 50% 17.8 100% 35.66 55.0%

217.9 100% 36.3 100% 36.312 100.0%

0.0 0.0 0 0.0%

0.0 0.0 0 0.0%

0.0 0.0 0 0.0%

0.0 0.0 0 0.0%

888.8 70% 148.1 60% 126.972 69.0%

888.8 70% 148.1 60% 126.972 69.0%

127.6 70% 21.3 60% 18.228 69.0%

127.6 70% 21.3 60% 18.228 69.0%

888.8 70% 148.1 60% 126.972 69.0%

888.8 70% 148.1 60% 126.972 69.0%

127.6 70% 21.3 60% 18.228 69.0%

127.6 70% 21.3 60% 18.228 69.0%

122.1 70% 20.4 60% 17.448 69.0%

122.1 70% 20.4 60% 17.448 69.0%

70.5 70% 11.7 60% 10.068 69.0%

70.5 70% 11.7 60% 10.068 69.0%

1210.5 70% 201.7 60% 172.9236 69.0%

79072.32 22.7% 4579.86 32.8% 6600.50 62.45%

79072.32 25.8% 4579.86 37.2% 6600.50 70.9%

36638.88 60% 4579.86 60% 4579.86 80.00%

40034.40 0% 0 20% 1906.40 64.00%

959.70 0% 0 20% 45.70 64.00%

1439.34 0% 0 20% 68.54 64.00%

0.0 0.0% 0 0.0% 0.0 0.00%

0 0 0.0 0.00%

Page 7: Control de Avance Contratistas Mayo

139,958.2

Avance Peso (Kg)Actual Despachado

Kg 5,109.36 Observación

14232.88 5,109.362,330.5

18,381.9

8,834.1

6,677.8

2,870.0

7,098.78

105.1 105.12

105.1 105.12

110.2 110.24

110.2 110.24

98.8 98.78

98.8 98.78

110.6 110.56

110.6 110.56

218.6 242.86

218.6 242.86

222.3 246.96

222.3 246.96

184.2 184.16

317.3 317.32

0.0

0.0

0.0

0.0

547.6

547.6

1,133.6

1,133.6

441.6

441.6

620.6

7,485.75

7,485.8

14,232.9 2,778.84

2,578.82

2,578.8

11,654.06

Page 8: Control de Avance Contratistas Mayo

627.6 627.60

110.4 110.40

627.6 627.60

323.9 588.88

104.6 104.64

196.1 356.60

363.1 363.1

0.0

0.0

0.0

0.0

1,460.2

1,460.2

209.6

209.6

1,460.2

1,460.2

209.6

209.6

200.7

200.7

115.8

115.8

1,988.6

125725.3 0.0125,725.3 0

61,064.8

61,004.8

1,462.4

2,193.3

0.0 0

0.0

Page 9: Control de Avance Contratistas Mayo

69942.36

Proyecto: Cheves Hydropower project TRZCliente: Cheves S.A. 0.2

ITEM DESCRIPCIÓN CANT. Peso (Aprox) % Kg

B1 HUAURA DAM & INTAKE_OT 6034 A. Ucharima 2.0 18597.63 53.4% 1987.08

7 INTAKE GATES - SLIDING GATES 2.5 X 3.0 mts A. Ucharima 2.0 12,132.67 51.8% 1,256.69

Cuerpo de la Compuerta 2.5 x 3.0 MT 2.0 5,920.74 78.3% 927.2

Estructura de compuerta-ensamble H-D-H-A-851-HO3 2.0 4,636.00 100% 927.2

Sellos ensamble H-D-H-A-853-HO2 2.0 122.70 0% 0

Liftin system H-D-H-A-855-CO2 2.0 126.44 0% 0

Soporte de cilindro hidraulico H-D-H-A-856-CO1 2.0 842.20 0% 0

Cubierta de protección H-D-H-A-857-CO1 2.0 193.40 0% 0

Umbral.anclajes, Blindaje 2.0 5,039.01 32.69% 329.49

Anclaje lateral tipo 1 1º Fase H-D-H-A-858-HO2 8.0 500.20 100% 100.04

Anclaje intermedio tipo 1 H-D-H-A-858-HO2 8.0 500.20 100% 100.04

Anclaje intermedio tipo 2 H-D-H-A-858-HO2 8.0 75.40 100% 15.08

Anclaje intermedio tipo 3 H-D-H-A-858-HO2 4.0 314.20 100% 62.84

Anclaje intermedio tipo 4 H-D-H-A-858-HO2 4.0 47.50 100% 9.5

Anclaje Solera tipo 1 H-D-H-A-858-HO2 2.0 34.73 100% 6.946

Anclaje Solera tipo 2 H-D-H-A-858-HO2 2.0 69.24 100% 13.848

Anclaje Dintel H-D-H-A-858-HO2 4.0 106.00 100% 21.2

Anclaje de 2da fase barra de Ø 1/2 x 270 mm H-D-H-A-859-HO2 8.0 2.20 0% 0

Anclaje de 2da fase barra de Ø 1/2 x 315 mm H-D-H-A-859-HO2 88.0 27.30 0% 0

Anclaje de 2da fase barra de Ø 1/2 x 195 mm H-D-H-A-859-HO2 224.0 42.60 0% 0

Anclaje de 2da fase barra de Ø 1/2 x 220 mm H-D-H-A-859-HO2 40.0 8.80 0% 0

Anclaje de 2da fase barra de Ø 1/2 x 280 mm H-D-H-A-859-HO2 20.0 5.60 0% 0

Anclaje de 2da fase barra de Ø 1/2 x 150 mm H-D-H-A-859-HO2 28.0 4.20 0% 0

Blindaje lateral H-D-H-A-860-HO2 4.0 2,777.08 0% 0

Blindaje intermedio H-D-H-A-860-HO2 4.0 189.58 0% 0

Page 10: Control de Avance Contratistas Mayo

Blindaje dintel H-D-H-A-860-HO2 2.0 156.92 0% 0

Blindaje solera 1º Fase H-D-H-A-860-HO2 2.0 177.26 0% 0

Soporte de Cilindro 2.0 1,172.92 0% 0

Soporte de cilindro hidraulico H-D-H-A-856 2.0 1,172.92 0% 0

8 Gravel Flushing gates - Sliding Gates 1,5 X 1,5 mt A. Ucharima 1.0 3,329.2 48.6% 323.594

Cuerpo de la Compuerta 1,5 x1,5 MT 1.0 975.2 99.9% 194.84

Estructura de compuerta-ensamble 1.0 974.20 100% 194.84

Sellos 1.0 1.00 0% 0

Umbral.anclajes, Blindaje 1.0 2,353.95 27.3% 128.75

Anclaje lateral H-D-H-A-879-H02 4.0 143.88 100% 28.776

Anclaje intermedio tipo 1 H-D-H-A-879-H02 4.0 229.24 100% 45.848

Anclaje intermedio tipo 2 H-D-H-A-879-H02 4.0 17.54 100% 3.508

Anclaje intermedio tipo 3 H-D-H-A-879-H02 2.0 144.04 100% 28.808

Anclaje intermedio tipo 4 H-D-H-A-879-H02 2.0 22.16 100% 4.432

Anclaje Dintel H-D-H-A-879-H02 2.0 32.14 100% 6.428

Anclaje Solera tipo 1 H-D-H-A-879-H02 1.0 24.09 100% 4.82

Anclaje Solera tipo 2 H-D-H-A-879-H02 1.0 30.68 100% 6.136

Anclaje de 2da fase barra de Ø 1/2 x 195 mm, xa H-D-H-A-880-H02 208.0 39.52 0% 0

Anclaje de 2da fase barra de Ø 1/2 x 315 mm, xb H-D-H-A-880-H02 48.0 14.88 0% 0

Anclaje de 2da fase barra de Ø 1/2 x 261 mm, xc H-D-H-A-880-H02 8.0 2.08 0% 0

Anclaje de 2da fase barra de Ø 1/2 x 150 mm, xd H-D-H-A-880-H02 20.0 0.30 0% 0

Anclaje de 2da fase barra de Ø 1/2 x 290 mm, xf H-D-H-A-880-H02 14.0 4.06 0% 0

Anclaje de 2da fase barra de Ø 1/2 x 180 mm, xg H-D-H-A-880-H02 28.0 5.04 0% 0

Blindaje lateral mostrado H-D-H-A-881-H02 1.0 524.23 0

Blindaje lateral opuesto H-D-H-A-881-H02 1.0 524.23 0

Blindaje intermedio H-D-H-A-881-H02 1.0 368.10 0

Blindaje dintel H-D-H-A-881-H02 1.0 88.16 0

Blindaje solera H-D-H-A-881-H02 1.0 139.58 0

10a COARSE TRASH RACK 3,6 x 4,0 mts A. Ucharima 1.0 615.38 100% 123

Umbral.anclajes, Blindaje 1.0 615.38 100% 123

Anclaje lateral tipo 1 H-D-H-A-895-H02 8.0 41.12 100% 8.224

Anclaje lateral tipo 2 H-D-H-A-895-H02 8.0 218.02 100% 43.604

Page 11: Control de Avance Contratistas Mayo

Anclaje de 1ra fase dintel H-D-H-A-895-H02 2.0 131.94 100% 26.388

Anclaje solera tipo 1 H-D-H-A-895-H02 2.0 92.36 100% 18.472

Anclaje solera tipo 2 H-D-H-A-895-H02 2.0 131.94 100% 26.388

10b FINE TRASH RACK 1.0 1,418.60 100% 283.72

Umbral.anclajes, Blindaje A. Ucharima 1.0 1,418.60 100% 283.72

Anlaje dintel tipo 1 H-D-H-A-914-H02 2.0 46.36 100% 9.272

Anlaje dintel tipo 2 H-D-H-A-914-H02 2.0 66.76 100% 13.352

Anlaje dintel tipo 3 H-D-H-A-914-H02 1.0 24.10 100% 4.82

Anlaje dintel tipo 4 H-D-H-A-914-H02 1.0 25.58 100% 5.116

Anclaje lateral tipo 1 H-D-H-A-914-H02 4.0 20.56 100% 4.112

Anclaje lateral tipo 2 H-D-H-A-914-H02 2.0 961.96 100% 192.392

Anclaje solera tipo 1 H-D-H-A-914-H02 3.0 73.59 100% 14.718

Anclaje solera tipo 2 H-D-H-A-914-H02 3.0 108.09 100% 21.618

Anclaje solera tipo 3 H-D-H-A-914-H02 4.0 91.60 100% 18.32

11 TRASH RACK CLEANER 1.00 0.0% 0

Umbral.anclajes, Blindaje A. Ucharima 1.0 1.00 0.0% 0

Anlaje H-D-H-A-H02 1.0 1.00 0

Vor-005 STEEL LINING FOR GRAVEL FLUSHING GATE A. Ucharima 1.0 1,100.83 0.0% 0

Umbral.anclajes, Blindaje 1.0 1,100.83 0.0% 0

Modulo 1 H-D-H-A-498-H02 2.0 549.28 0

Modulo 2 H-D-H-A-498-H02 1.0 39.18 0

Modulo 3 H-D-H-A-498-H02 4.0 481.76 0

Modulo 4 H-D-H-A-498-H02 1.0 30.61 0

B2 A. Ucharima 3 51,344.73 76.4% 7,843.2

14 TRASH FLUSHING GATES 4,0 X 2.0 MT A. Ucharima 650.78 100.0% 130

Umbral.anclajes, Blindaje 1 650.78 100.0% 130

Anclaje Lateral Tipo 1 H-D-H-C-858-HO2 2 245.84 100% 49

Anclaje Lateral Tipo 2 H-D-H-C-858-HO2 2 100.16 100% 20

Anclaje Lateral Tipo 3 H-D-H-C-858-HO2 2 16.18 100% 3

Anclaje Lateral Tipo 4 H-D-H-C-858-HO2 12 57.48 100% 11

Anclaje Solera Tipo 1 H-D-H-C-858-HO2 2 36.84 100% 7

Anclaje Solera Tipo 2 H-D-H-C-858-HO2 2 194.28 100% 39

CHECRAS DAM, INTAKE & SAND EXCLUDER_OT 6035

Page 12: Control de Avance Contratistas Mayo

16 INTAKE GATES - SLIDING GATES 2,0 X 3.0 MT A. Ucharima 3.0 9337.84 92.8% 1732

Cuerpo de la Compuerta 2,0 x 3.0 MT 3.0 6745.5 90.0% 1214

Estructura de compuerta-ensamble H-D-H-C-906-HO2 3.0 6744.5 90% 1214

Sellos de compuerta 3 1 0

Umbral.anclajes, Blindaje H-D-H-C-901-HO2 3.0 2591.34 100.0% 518

Anclaje Lateral Tipo 1 H-D-H-C-901-HO2 12 750.24 100% 150

Anclaje intermedio tipo 1 H-D-H-C-901-HO2 12 750.24 100% 150.048

Anclaje intermedio tipo 2 H-D-H-C-901-HO2 3 235.68 100% 47.136

Anclaje intermedio tipo 3 H-D-H-C-901-HO2 6 244.08 100% 48.816

Anclaje intermedio tipo 4 H-D-H-C-901-HO2 3 153.45 100% 30.69

Anclaje Dintel H-D-H-C-901-HO2 6 252.72 100% 50.544

Anclaje Solera tipo 1 H-D-H-C-901-HO2 3 90.3 100% 18.06

Anclaje Solera tipo 2 H-D-H-C-901-HO2 3 114.63 100% 22.926

Soporte de Cilindro 1 0.0% 0

Soporte 1 1 0% 0

17 UNDER SLUCING GATES - SLIDING GATES 0.8X0.8 MT A. Ucharima 2 5,882.74 20.6% 241.81

Cuerpo de la Compuerta 0.8 MTx0.8 MT H-D-H-C-915-HO2 2 854.2 85.8% 147

Estructura de Compuerta H-D-H-C-915-HO2 3 814.2 90% 147

Sellos de compuerta H-D-H-C-917-HO2 2 40 0

Umbral.anclajes, Blindaje 2 5,028.54 9.5% 95

Anclaje Lateral Tipo 1 H-D-H-C-922-HO2 8.0 166.72 100% 33

Anclaje Lateral Tipo 2 H-D-H-C-922-HO2 4.0 100.40 100% 20

Anclaje Lateral Tipo 3 H-D-H-C-922-HO2 2.0 63.16 100% 13

Anclaje Dintel H-D-H-C-922-HO2 6.0 69.24 100% 14

Anclaje Solera Tipo 1 H-D-H-C-922-HO2 2.0 43.02 100% 9

Anclaje Solera Tipo 2 H-D-H-C-922-HO2 2.0 33.74 100% 7

Anclaje Lateral Tipo 1 _ Barra Ø13 mm x 230_xa H-D-H-C-923-HO3 16.0 3.58 0% 0

Anclaje Lateral Tipo 1 _ Barra Ø13 mm x 225_xb H-D-H-C-923-HO3 16.0 3.52 0

Anclaje Lateral Tipo 1 _ Barra Ø13 mm x 110_xc H-D-H-C-923-HO3 40.0 4.40 0

Anclaje Lateral Tipo 2 _ Barra Ø13 mm x 280_xd H-D-H-C-923-HO3 10.0 2.80 0

Anclaje Lateral Tipo 2 _ Barra Ø13 mm x 190_xf H-D-H-C-923-HO3 20.0 3.80 0

Anclaje Lateral Tipo 2 _ Barra Ø13 mm x 160_xg H-D-H-C-923-HO3 48.0 7.68 0

Page 13: Control de Avance Contratistas Mayo

Ancalje Solera_Barra Ø13 mm x 280_xd H-D-H-C-923-HO3 10.0 2.80 0

Ancalje Solera_Barra Ø13 mm x 190_xf H-D-H-C-923-HO3 20.0 3.80 0

Ancalje Dintel_Barra Ø13 mm x 160_xg H-D-H-C-923-HO3 48.0 7.68 0

Blindaje Lateral (Mostrado) H-D-H-C-924-HO3 2.0 1,706.00 0

Blindaje Lateral (Opuesto) H-D-H-C-924-HO3 2.0 1,706.00 0

Blindaje Dintel H-D-H-C-924-HO3 4.0 704.68 0

Blindaje Solera H-D-H-C-924-HO3 4.0 395.52 0

19 Diversion Conduite -Sliding Gates 1,5 X 1,8 mts A. Ucharima 5851.45 84.4% 988.12

Umbral.anclajes, Blindaje 3 2815.35 100.0% 563.07

ANCLAJE LATERAL~TIPO 1 Mostrado H-D-H-C-956-HO2 6 303.96 100% 60.792

ANCLAJE LATERAL~TIPO 1 Opouesto H-D-H-C-956-HO2 6 303.96 100% 60.792

ANCLAJE INTERM~TIPO 1 Mostrado H-D-H-C-956-HO2 12 607.92 100% 121.584

ANCLAJE INTERM~TIPO 1 Opuesto H-D-H-C-956-HO2 12 607.92 100% 121.584

ANCLAJE INTERM~TIPO 2 Mostrado H-D-H-C-956-HO2 6 314.28 100% 62.856

ANCLAJE INTERM~TIPO 2 Opuesto H-D-H-C-956-HO2 6 314.28 100% 62.856

ANCLAJE DINTEL~TIPO 1 H-D-H-C-956-HO2 6 193.08 100% 38.616

ANCLAJE SOLERA~TIPO 1 H-D-H-C-956-HO2 3 74.76 100% 14.952

ANCLAJE SOLERA~TIPO 2 H-D-H-C-956-HO2 3 95.19 100% 19.038

Cuerpo de la Compuerta 1,5 MTx1.8 MT 3 3036.1 75.0% 425.05

Estructura de Compuerta H-D-H-C-949-HO2 3 3036.1 70% 425.05

20 Sand Excluder Flushing - Sliding Gates 1.8 X1.8 mt A. Ucharima 3 10008.72 50.1% 1002.69

Cuerpo de la Compuerta 1,5 x 1,8 MT 3700.23 91.7% 678.58

Estructura de Compuerta H-D-H-C-970-HO2 3 3571.47 95% 678.58

Sellos-ensamble H-D-H-C-972-HO2 3 125.76 0

Sistema de izaje 1.00 0

Soporte de cilindro hidraulico 1.00 0

Tapa de protección 1.00 0

Umbral.anclajes, Blindaje D. ALVIZURI 3.0 6308.49 25.7% 324.11

Anclaje Lateral Tipo 1 H-D-H-C-977-HO2 12.0 500.16 100% 100.032

Anclaje Intermedio Tipo 1 H-D-H-C-977-HO2 12.0 500.16 100% 100.032

Anclaje Intermedio Tipo 2 H-D-H-C-977-HO2 6.0 314.28 100% 62.856

Anclaje Dintel Tipo 1 H-D-H-C-977-HO2 6.0 114.36 100% 22.872

Page 14: Control de Avance Contratistas Mayo

Anclaje Solera Tipo 1 H-D-H-C-977-HO2 3.0 84.33 100% 16.866

Anclaje Solera Tipo 2 H-D-H-C-977-HO2 3.0 107.28 100% 21.456

Barra de Ø5/8" x 305 mm, xa H-D-H-C-978-HO2 96.0 28.80 0% 0

Barra de Ø5/8" x 145 mm, xb H-D-H-C-978-HO2 192.0 26.88 0

Barra de Ø5/8" x 115 mm, xc H-D-H-C-978-HO2 15.0 1.65 0

Barra de Ø5/8" x 150 mm, xd H-D-H-C-978-HO2 15.0 2.25 0

Barra de Ø5/8" x 180 mm, xf H-D-H-C-978-HO2 48.0 8.64 0

Barra de Ø5/8" x 280 mm, xg H-D-H-C-978-HO2 24.0 6.72 0

Blindaje lateral mostrado H-D-H-C-979-HO2 3.0 1847.49 0

Blindaje lateral opuesto H-D-H-C-979-HO2 3.0 1847.49 0

Blindaje dintel H-D-H-C-979-HO2 3.0 446.16 0

Blindaje solera H-D-H-C-979-HO2 3.0 478.56 0

23a STOP LOINTAKE TRASH RACK A. Ucharima 2857.77 83.2% 475.65Umbral.anclajes, Blindaje 1.0 2857.77 83.2% 475.65Anclaje Lateral Tipo 1 H-D-H-C-1015-HO2 8.0 41.28 100% 8.256

Anclaje Lateral Tipo 2 H-D-H-C-1015-HO2 4.0 1809.75 100% 8.256

Anclaje dintel tipo 1 H-D-H-C-1015-HO2 6.0 173.10 100% 361.95

Anclaje dintel tipo 2 H-D-H-C-1015-HO2 6.0 240.60 100% 34.62

Anclaje Solera tipo 1 H-D-H-C-1015-HO2 14.0 72.24 100% 48.12

Anclaje Solera tipo 2 H-D-H-C-1015-HO2 12.0 520.80 100% 14.448

23b COARSE TRASH RACK HEDRACE TUNNEL INLET A. Ucharima 3.0 1173.99 100.0% 234.80

Umbral.anclajes, Blindaje 3.0 1173.99 100.0% 234.80

Anclaje Lateral Tipo 1 H-D-H-C-1030-HO2 12.0 215.64 100% 43.13

Anclaje Lateral Tipo 2 H-D-H-C-1030-HO2 4.0 369.12 100% 73.82

Anclaje dintel tipo 1 H-D-H-C-1030-HO2 3.0 218.79 100% 43.76

Anclaje Solera tipo 1 H-D-H-C-1030-HO2 3.0 152.88 100% 30.58

Anclaje Solera tipo 2 H-D-H-C-1030-HO2 3.0 217.56 100% 43.51

25 FLOW TRANQUILIZER A. Ucharima 3.0 1197.46 100.0% 239.492

Umbral.anclajes, Blindaje 3.0 1197.46 100.0% 239.492

Anclaje Lateral Tipo 1 H-D-H-C-1078-HO2 24.0 500.64 100% 100.128

Anclaje Lateral Tipo 2 mostrado H-D-H-C-1078-HO2 6.0 39.76 100% 7.952

Anclaje Lateral Tipo 2 opuesto H-D-H-C-1078-HO2 6.0 39.76 100% 7.952

Page 15: Control de Avance Contratistas Mayo

Anclaje Lateral Tipo 3 mostrado H-D-H-C-1078-HO2 6.0 39.76 100% 7.952

Anclaje Lateral Tipo 3 opuesto H-D-H-C-1078-HO2 6.0 39.76 100% 7.952

Anclaje Intermedio Tipo 1 H-D-H-C-1078-HO2 12.0 250.56 100% 50.112

Anclaje Intermedio Tipo 2 H-D-H-C-1078-HO2 6.0 157.60 100% 31.52

Anclaje Intermedio Tipo 3 mostrado H-D-H-C-1078-HO2 6.0 39.76 100% 7.952

Anclaje Intermedio Tipo 3 opuesto H-D-H-C-1078-HO2 6.0 39.76 100% 7.952

Anclaje Intermedio Tipo 4 mostrado H-D-H-C-1078-HO2 3.0 25.05 100% 5.01

Anclaje Intermedio Tipo 4 opuesto H-D-H-C-1078-HO2 3.0 25.05 100% 5.01

26 STOP LOG - TUNEL ENTRANCE 4.0X7.0 MT A. Ucharima 3 11995.32 96.7% 2320.5

Estructura de ataguia 4(4.0 m x 1.75 m) x 3 sets 3 7799.2 98% 1528.6

Modulo 1 H-D-H-C-1107-HO2 4 6242.5 98% 1223.53

Modulo 2 H-D-H-C-1109-HO2 1 1556.7 98% 305.11

Umbral.anclajes, Blindaje 3 4196.12 94% 791.848

Anclaje Lateral Tipo 1 H-D-H-C-1120-HO2 12 937.32 100% 187.464

Anclaje Lateral Tipo 2 H-D-H-C-1120-HO2 12 158.24 100% 31.648

Anclaje intermedio tipo 1 H-D-H-C-1120-HO2 12 937.32 100% 187.464

Anclaje intermedio tipo 2 H-D-H-C-1120-HO2 12 156.24 100% 31.248

Anclaje intermedio tipo 3 H-D-H-C-1120-HO2 6 878.04 100% 175.608

Anclaje intermedio tipo 4 H-D-H-C-1120-HO2 6 146.34 100% 29.268

Anclaje Solera tipo 1 H-D-H-C-1120-HO2 6 745.74 100% 149.148

Anclaje 2da Fase_Barra Ø 5/8"x210 H-D-H-C-1121-HO2 336 110.88 0

Anclaje 2da Fase_Barra Ø 5/8"x155 H-D-H-C-1121-HO2 168 40.32 0

Anclaje 2da Fase_Barra Ø 5/8"x325 H-D-H-C-1121-HO2 168 85.68 0

25.2 ENERGY DISIPATOR A. Ucharima 1 2388.66 100% 477.732

Umbral.anclajes, Blindaje 81 2388.66 100% 477.732

Anclaje lateral H-D-H-C-1094-HO2 48 1330 100% 266

Anclaje intermedio tipo 1 H-D-H-C-1094-HO2 20 729.4 100% 145.88

Anclaje intermedio tipo 2 H-D-H-C-1094-HO2 10 100 100% 20

Anclaje intermedio tipo 3 H-D-H-C-1094-HO2 2 141.24 100% 28.248

Anclaje intermedio tipo 4 H-D-H-C-1094-HO2 1 88.02 100% 17.604

Page 16: Control de Avance Contratistas Mayo

56.4% 39,468.2

ARM END LIMP Avance Peso (Kg)0.6 0.1 0.1 Actual Despachado

% Kg % Kg % Kg % Kg 17,241.36 Observación

47.9% 5346.48 77.3% 1987.08 34.1% 634.54 46.42% 8632.67 2,291.24 Falta traer de MQ Metalurgica plancha rolada T1-500 de 19 mm

0.0% 3,213.76 32.7% 396.55 38.2% 462.96 43.9% 5,329.96 1,647.47

0.0% 2,225.3 39.2% 231.8 47.0% 278.2 61.9% 3,662.44

80% 2225.28 50% 231.80 60% 278.16 79.00% 3,662

0% 0 0% 0.00 0% 0 0.00% 0

0% 0 0% 0.00 0% 0 0.00% 0

0% 0 0% 0.00 0% 0 0.00% 0

0% 0 0% 0.00 0% 0 0.00% 0

32.69% 988.48 0.0% 164.75 36.7% 184.80 33.09% 1,667.52 1,647.47

100% 300.12 100% 50.02 100% 50.02 100.00% 500 500.20

100% 300.12 100% 50.02 100% 50.02 100.00% 500 500.20

100% 45.24 100% 7.54 100% 7.54 100.00% 75 75.40

100% 188.52 100% 31.42 100% 31.42 100.00% 314 314.20

100% 28.50 100% 4.75 100% 4.75 100.00% 48 47.50

100% 20.84 100% 3.47 100% 3.47 100.00% 35 34.73

100% 41.54 100% 6.92 100% 6.92 100.00% 69 69.24

100% 63.60 100% 10.60 100% 10.60 100.00% 106 106.00

0% 0.00 0.00 0.00 0.00% 0

0% 0.00 0.00 0.00 0.00% 0

0% 0 0.00 0 0.00% 0

0% 0 0.00 0 0.00% 0

0% 0 0.00 0 0.00% 0

0% 0 0.00 0 0.00% 0

0 0.00 0 0.00% 0

0 0.00 0 0.00% 0

Page 17: Control de Avance Contratistas Mayo

0% 0.000 0% 0.00 60% 9.4152 6.00% 9

0% 0.000 0% 0.00 60% 10.6356 6.00% 11

0.0% 0 0.0% 0 0.0% 0 0.00% 0.00

0.00 0 0 0 0.00% 0

45.7% 912.33 22.3% 74.12 19.3% 64.377 41.58% 1,384.16 643.8

89.9% 526.068 10.0% 9.742 10.0% 9.742 75.92% 740.39

90% 526.068 10.0% 9.742 10% 9.742 76.00% 740

0 0 0 0.00% 0

27% 386.26 27.3% 64.38 27% 64.38 27.35% 643.8 643.8

100% 86.3 100% 14.39 100% 14.39 100% 143.88 143.88

100% 137.5 100% 22.92 100% 22.92 100% 229.24 229.24

100% 10.5 100% 1.75 100% 1.75 100% 17.54 17.54

100% 86.4 100% 14.40 100% 14.40 100% 144.04 144.04

100% 13.3 100% 2.22 100% 2.22 100% 22.16 22.16

100% 19.3 100% 3.21 100% 3.21 100% 32.14 32.14

100% 14.5 100% 2.41 100% 2.41 100% 24.09 24.09

100% 18.4 100% 3.07 100% 3.07 100% 30.68 30.68

0 0.00 0 0% 0

0 0.00 0 0% 0

0 0.00 0 0% 0

0 0.00 0 0% 0

0 0.00 0 0% 0

0 0.00 0 0% 0

0 0.00 0 0% 0

0 0.00 0 0% 0

0 0.00 0 0% 0

0 0.00 0 0% 0

0 0.00 0 0% 0

100% 369 100% 62 100% 62 100% 615.38

100% 369 100% 62 100% 62 100% 615.38

100% 25 100% 4 100% 4 100% 41.12 41.12

100% 131 100% 22 100% 22 100% 218.02 218.02

Page 18: Control de Avance Contratistas Mayo

100% 79 100% 13 100% 13 100% 131.94 131.94

100% 55 100% 9 100% 9 100% 92.36 92.36

100% 79 100% 13 100% 13 100% 131.94 131.94

100% 851 86% 123 32% 46 92% 1,303

100% 851.16 86% 122.6208 32% 45.664 92% 1,303

100% 28 100% 5 100% 5 100% 46.36 46.36

100% 40 100% 7 100% 7 100% 66.76 66.76

100% 14 100% 2 100% 2 100% 24.10 24.10

100% 15 100% 3 100% 3 100% 25.58 25.58

100% 12 100% 2 100% 2 100% 20.56 20.56

100% 577 80% 77 0% 0 88% 846.52 961.96

100% 44 100% 7 100% 7 100% 73.59 73.59

100% 65 100% 11 100% 11 100% 108.09 108.09

100% 55 100% 9 100% 9 100% 91.60 91.60

0.0% 0 0.0% 0 0.0% 0 0% 0

0.0% 0 0.0% 0 0.0% 0 0% 0

0 0 0 0% 0

0.0% 0 0.0% 0 0.0% 0 0% 0

0.0% 0 0.0% 0 0.0% 0 0% 0

0 0 0 0% 0

0 0 0 0% 0

0 0 0 0% 0

0 0 0 0% 0

66.9% 20,613.60 34.5% 1,773.84 34.3% 1,758.62 60.06% 30,835.6 14,950.12

100.0% 390 100.0% 65 100.0% 65 100% 650.78

100.0% 390 100.0% 65 4022.1% 65 100% 650.78

100% 148 100% 25 100% 25 100% 245.84 245.84

100% 60 100% 10 100% 10 100% 100.16 100.16

100% 10 100% 2 100% 2 100% 16.18 16.18

100% 34 100% 6 100% 6 100% 57.48 57.48

100% 22 100% 4 100% 4 100% 36.84 36.84

100% 117 100% 19 100% 19 100% 194.28 194.28

Page 19: Control de Avance Contratistas Mayo

92.8% 5197 35.0% 327 35.0% 327 81.2% 7,582.3 2,591.3

90.0% 3642.03 10.0% 67.45 10.0% 67 74% 4,991

90% 3642.03 10% 67.45 10% 67 74% 4,991

0 0.00 0 0% 0

100.0% 1554.80 100.0% 259.134 100.0% 259 100.0% 2,591.3 2,591.3

100% 450.14 100% 75.02 100% 75 100% 750.24 750.24

100% 450.14 100% 75.02 100% 75 100% 750.24 750.24

100% 141.41 100% 23.57 100% 24 100% 235.68 235.68

100% 146.45 100% 24.41 100% 24 100% 244.08 244.08

100% 92.07 100% 15.35 100% 15 100% 153.45 153.45

100% 151.63 100% 25.27 100% 25 100% 252.72 252.72

100% 54.18 100% 9.03 100% 9 100% 90.30 90.3

100% 68.78 100% 11.46 100% 11 100% 114.63 114.63

0.0% 0.00 0.0% 0 0.0% 0 0.0% 0

0.00 0 0 0% 0

10.9% 383.47 8.1% 47.63 8.1% 47.63 12% 721 476

19.1% 97.70 0.0% 0.00 0.0% 0 28.6% 244

20% 97.70 0.00 0 30% 244

0.00 0.00 0 0% 0

9.5% 286 9.5% 48 9.5% 48 9.5% 476 476

100% 100.03 100% 16.67 100% 17 100% 166.72 166.72

100% 60.24 100% 10.04 100% 10 100% 100.40 100.40

100% 37.90 100% 6.32 100% 6 100% 63.16 63.16

100% 41.54 100% 6.92 100% 7 100% 69.24 69.24

100% 25.81 100% 4.30 100% 4 100% 43.02 43.02

100% 20.24 100% 3.37 100% 3 100% 33.74 33.74

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

Page 20: Control de Avance Contratistas Mayo

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

68.9% 2417.9 48.1% 281.54 48.1% 281.54 48% 2,815

100.0% 1689.2 100.0% 281.54 100.0% 281.54 100% 2815.35

100% 182.4 100% 30.40 100% 30.40 100% 303.96 303.96

100% 182.4 100% 30.40 100% 30.40 100% 303.96 303.96

100% 364.8 100% 60.79 100% 60.79 100% 607.92 607.92

100% 364.8 100% 60.79 100% 60.79 100% 607.92 607.92

100% 188.6 100% 31.43 100% 31.43 100% 314.28 314.28

100% 188.6 100% 31.43 100% 31.43 100% 314.28 314.28

100% 115.8 100% 19.31 100% 19.31 100% 193.08 193.08

100% 44.9 100% 7.48 100% 7.48 100% 74.76 74.76

100% 57.1 100% 9.52 100% 9.52 100% 95.19 95.19

60.0% 728.7 0.0% 0.00 0.0% 0.00 38% 1153.72

40% 728.7 0.00 0.00 38% 1153.72

44.7% 2686.6 16.2% 162.1 16.2% 162.06 40% 4013.45 1,621

77.2% 1714.3 0.0% 0.0 0.0% 0 65% 2392.88

80.0% 1714.3 0.0% 0.0 0.0% 0 67% 2,393

0.0 0.0 0 0% 0

0.0 0.0 0 0% 0

0.0 0.0 0 0% 0

0.0 0.0 0 0% 0

25.7% 972.34 25.7% 162.06 25.7% 162.06 26% 1620.57 1,621

100% 300.10 100% 50.02 100% 50 100% 500 500.16

100% 300.10 100% 50.02 100% 50 100% 500 500.16

100% 188.57 100% 31.43 100% 31 100% 314 314.28

100% 68.62 100% 11.44 100% 11 100% 114 114.36

Page 21: Control de Avance Contratistas Mayo

100% 50.60 100% 8.43 100% 8 100% 84 84.33

100% 64.37 100% 10.73 100% 11 100% 107 107.28

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

0.00 0.00 0 0% 0

5.5% 95.13 6.7% 19.03 1.3% 3.81 21% 593.61 2,858

5.5% 95.13 6.7% 19.03 1.3% 3.81 21% 594 2,858

100% 1.6512 100% 0.33024 100% 0.066048 25% 10 41.28100% 1.6512 100% 0.33024 100% 0.066048 1% 10 1809.75100% 72.39 100% 14.478 100% 2.8956 261% 452 173.10100% 6.924 100% 1.3848 100% 0.27696 18% 43 240.60100% 9.624 100% 1.9248 100% 0.38496 83% 60 72.24100% 2.8896 100% 0.57792 100% 0.115584 3% 18 520.80

100.0% 704.39 100.0% 117.40 100.0% 117.40 100% 1,173.99

100.0% 704.39 100.0% 117.40 100.0% 117.40 100% 1,173.99

100% 129.38 100% 21.56 100% 21.56 100% 215.64 215.64100% 221.47 100% 36.91 100% 36.91 100% 369.12 369.12100% 131.27 100% 21.88 100% 21.88 100% 218.79 218.79100% 91.73 100% 15.29 100% 15.29 100% 152.88 152.88100% 130.54 100% 21.76 100% 21.76 100% 217.56 217.56

100.0% 718.476 100.0% 119.746 100.0% 119.746 100% 1,197 1,197

100.0% 718.476 100.0% 119.746 100.0% 119.746 100% 1,197 1,197

100% 300.384 100% 50.064 100% 50.064 100% 501 500.64100% 23.856 100% 3.976 100% 3.976 100% 40 39.76100% 23.856 100% 3.976 100% 3.976 100% 40 39.76

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100% 23.856 100% 3.976 100% 3.976 100% 40 39.76100% 23.856 100% 3.976 100% 3.976 100% 40 39.76100% 150.336 100% 25.056 100% 25.056 100% 251 250.56100% 94.56 100% 15.76 100% 15.76 100% 158 157.60100% 23.856 100% 3.976 100% 3.976 100% 40 39.76100% 23.856 100% 3.976 100% 3.976 100% 40 39.76100% 15.03 100% 2.505 100% 2.505 100% 25 25.05100% 15.03 100% 2.505 100% 2.505 100% 25 25.0591.5% 6587 33% 396 33% 396 81% 9,699 3,818

90% 4212 0% 0 0% 0 74% 5,740

90% 3371 0% 0 0% 0 74% 4,594

90% 841 0% 0 0% 0 74% 1,146

94% 2376 94% 396 94% 396 94% 3,959 3,818

100% 562 100% 94 100% 94 100% 937 776.16

100% 95 100% 16 100% 16 100% 158 129.36

100% 562 100% 94 100% 94 100% 937 776.16

100% 94 100% 16 100% 16 100% 156 129.36

100% 527 100% 88 100% 88 100% 878 878.04

100% 88 100% 15 100% 15 100% 146 146.34

100% 447 100% 75 100% 75 100% 746 745.74

0 0 0 0% 0 110.88

0 0 0 0% 0 40.32

0 0 0 0% 0 85.68

100% 1433 100% 238.9 100% 238.9 100% 2,389 2,389

100% 1433 100% 239 100% 239 100% 2,389 2,389

100% 798 100% 133 100% 133 100% 1,330 1330

100% 438 100% 73 100% 73 100% 729 729.4

100% 60 100% 10 100% 10 100% 100 100

100% 85 100% 14 100% 14 100% 141 141.24

100% 53 100% 9 100% 9 100% 88 88.02

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Falta traer de MQ Metalurgica plancha rolada T1-500 de 19 mm

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Proyecto: Cheves Hydropower projectCliente: Cheves S.A.

ITEM DESCRIPCIÓN

B212 DIVERSION TUNNEL-SLIDING GATE DE 2,5 X 3,0 mts

Cuerpo de la Compuerta 2.5 x 3.0 MT

Estructura de compuerta-ensamble

Sellos de estructura compuerta

Umbral.anclajes, Blindaje

Anclaje lateral tipo 1 mostrado

Anclaje lateral tipo 1 opuesto

Anclaje intermedio tipo 1 mostrado

Anclaje intermedio tipo 1 opuesto

Anclaje intermedio tipo 2 mostrado

Anclaje intermedio tipo 2 opuesto

Anclaje intermedio tipo 3 mostrado

Anclaje intermedio tipo 3 opuesto

Anclaje intermedio tipo 4 mostrado

Anclaje intermedio tipo 4 opuesto

Anclaje intermedio tipo 5 mostrado

Anclaje intermedio tipo 5 opuesto

Anclaje Dintel tipo 1

Anclaje Solera tipo 1

Anclaje Solera tipo 2

Anclaje de 2da fase barra de Ø 1/2 x 310 mm, xa

Anclaje de 2da fase barra de Ø 1/2 x 185 mm, xb

Anclaje de 2da fase barra de Ø 1/2 x 145 mm, xc

Anclaje de 2da fase barra de Ø 1/2 x 110 mm, xd

Anclaje de 2da fase barra de Ø 1/2 x 285 mm, xf

Anclaje de 2da fase barra de Ø 1/2 x 220 mm, xg

Blindaje lateral mostrado

Blindaje lateral opuesto

Blindaje intermedio mostrado

Blindaje intermedio opuesto

Blindaje dintel

Blindaje solera

13 FLOOD FLUSHING GATE - RADIAL GATES 6.0X4.0MT

Umbral.anclajes, Blindaje

Anclaje Lateral Tipo 1A 1º Fase

Anclaje Lateral Tipo 1B

Anclaje Lateral Tipo 2A

Anclaje Lateral Tipo 2B

Anclaje Lateral Tipo 3A

Anclaje Lateral Tipo 3B

CHECRAS DAM, INTAKE & SAND EXCLUDER_OT 6035

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Anclaje Lateral Tipo 4A

Anclaje Lateral Tipo 4B

Anclaje Lateral Modulo 1A

Anclaje Lateral Modulo 1B

Anclaje Lateral Modulo 2A

Anclaje Lateral Modulo 2B

Anclaje Solera Tipo 1

Anclaje Solera Tipo 2 1º Fase

Lateral Frame _Modulo 1A Blindajes 2º Fase

Lateral Frame _Modulo 1B

Lateral Frame _Modulo 2A

Lateral Frame _Modulo 2B

Sill frame Blindajes 2º Fase

Cuerpo de la Compuerta Radial 6.0 MTx4.0 MT

Modulo 1

Modulo 2

Sistema de Izaje (Brazos de Compuerta)

Brazo de izaje (viga principal y amarres)

15 INTAKE GATES - STOP LOG 6.0 X 7.0 MT

Cuerpo de la compuerta

Modulo 1

Modulo 2

Modulo 3

Sellos modulo 1

Umbral.anclajes, Blindaje

Anclaje Lateral Tipo 1

Anclaje Lateral Tipo 2

Anclaje Lateral Tipo 3

Anclaje Lateral Tipo 4

Anclaje Dintel Tipo 5

Anclaje Dintel tipo 6

Anclaje Solera tipo 7

Anclaje Solera tipo 8

Barra de Ø5/8" x 265 mm, xa

Barra de Ø5/8" x 230 mm, xb

Barra de Ø5/8" x 150 mm, xc

Barra de Ø5/8" x 275 mm, xd

Barra de Ø5/8" x 255 mm, xf

Tuercas hexagonales y arandelas planas de 5/8"

Blindaje lateral tipo 1

Blindaje lateral tipo 2

Blindaje lateral tipo 3

Blindaje lateral tipo 4

Blindaje lateral tipo 5

Blindaje lateral tipo 6

Blindaje intermedio tipo 1

Blindaje intermedio tipo 2

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Blindaje intermedio tipo 3

Blindaje dintel

Blindaje solera tipo 1

Blindaje solera tipo 2

21 SAND EXCLUDER OUTLET GATES - SLIDING GATES 4.4X2.50 MT

Cuerpo de la Compuerta 4.40 MTx2.50 MT

Estructura de Compuerta

Umbral.Blindaje lateral derecho,izquierdo,intermedio,solera

Anclaje Lateral

Anclaje Intermedio Tipo 1

Anclaje Intermedio Tipo 2

Anclaje Intermedio Tipo 3

Anclaje Intermedio Tipo 4

Anclaje Dintel

Anclaje Solera Tipo 1

Anclaje Solera Tipo 2

Anclaje de 2da fase barra de Ø 13 x 306 mm, xa

Anclaje de 2da fase barra de Ø 13 x 110 mm, xb

Anclaje de 2da fase barra de Ø 13 x 145 mm, xc

Anclaje de 2da fase barra de Ø 13 x 285 mm, xd

Anclaje de 2da fase barra de Ø 13 x 190 mm, xf

Blindaje lateral mostrado

Blindaje lateral opuesto

Blindaje dintel

Blindaje solera

Sellos de compuerta

Sellos dintel, lateral, doble labio, nota mus., solera, recto

B4 POWER HOUSE AREA_OT 603730 STOP LOG (4.0 x 2,0 mts)

Estructura de ataguia 2(4.0 m x 2 m) x 1 set

Modulo 1

Sellos

Rueda Lateral

Umbral.Blindaje lateral derecho,izquierdo,intermedio,solera

Anclaje lateral

Anclaje intermedio tipo 1

Anclaje intermedio tipo 2

Anclaje solera

Anclaje 2da Fase_Barra Ø 5/8"x210 mm, xa

Anclaje 2da Fase_Barra Ø 5/8"x260 mm, xb

Anclaje 2da Fase_Barra Ø 5/8"x150 mm, xc

Anclaje 2da Fase_Barra Ø 5/8"x325 mm, xd

Blindaje lateral tipo 1, mostrado

Blindaje lateral tipo 1, opuesto

Blindaje lateral tipo 2 mostrado

Blindaje lateral tipo 2, opuesto

Blindaje Intermedio mostrado

Blindaje Intermedio opuesto

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Blindaje solera

Estructura Izaje de Ataguias

Estructura de Grua

Viga Pinza

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244950.78

Proyecto: Cheves Hydropower project TRZCliente: Cheves S.A. 0.2

CANT. Peso (Aprox) % Kg

E. SALDIVAR 3 234,706.62 79.4% 37,284.4

E. SALDIVAR 5,618.82 30% 338.56

1 2,266.20 0% 0.00

H-D-H-C-802-HO2 1 2,172.50 0% 0

H-D-H-C-804-HO2 1 93.70 0% 0

3,352.62 50% 338.56

H-D-H-C-809-HO2 2 152.08 100% 30.416

H-D-H-C-809-HO2 2 152.08 100% 30.416

H-D-H-C-809-HO2 2 152.08 100% 30.416

H-D-H-C-809-HO2 2 152.08 100% 30.416

H-D-H-C-809-HO2 1 78.80 100% 15.76

H-D-H-C-809-HO2 1 78.80 100% 15.76

H-D-H-C-809-HO2 1 11.45 100% 2.29

H-D-H-C-809-HO2 1 11.45 100% 2.29

H-D-H-C-809-HO2 1 11.91 100% 2.382

H-D-H-C-809-HO2 1 11.91 100% 2.382

H-D-H-C-809-HO2 1 11.45 100% 2.29

H-D-H-C-809-HO2 1 11.45 100% 2.29

H-D-H-C-809-HO2 2 64.28 100% 12.856

H-D-H-C-809-HO2 1 44.93 100% 8.986

H-D-H-C-809-HO2 1 30.65 100% 6.13

H-D-H-C-810-HO2 48 14.88 0% 0

H-D-H-C-810-HO2 112 20.16 0% 0

H-D-H-C-810-HO2 9 1.26 0% 0

H-D-H-C-810-HO2 9 0.99 0% 0

H-D-H-C-810-HO2 9 2.52 0% 0

H-D-H-C-810-HO2 18 3.96 0% 0

H-D-H-C-811-HO2 1 957.17 25% 47.86

H-D-H-C-811-HO2 1 957.17 25% 47.86

H-D-H-C-811-HO2 1 56.97 40% 4.56

H-D-H-C-811-HO2 1 56.97 40% 4.56

H-D-H-C-811-HO2 1 101.11 80% 16.18

H-D-H-C-811-HO2 1 208.02 54% 22.47

E. Saldivar 3 104,683.03 90.9% 19034.6

3 14,675.28 75.7% 2220.41

H-D-H-C-1218-HO2 3.0 162.51 100% 32.5

H-D-H-C-1218-HO2 3.0 162.51 100% 32.5

H-D-H-C-1218-HO2 3.0 65.43 100% 13.1

H-D-H-C-1218-HO2 3.0 65.43 100% 13.1

H-D-H-C-1218-HO2 3.0 166.05 100% 33.2

H-D-H-C-1218-HO2 3.0 166.05 100% 33.2

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H-D-H-C-1218-HO2 3.0 51.54 100% 10.3

H-D-H-C-1218-HO2 3.0 51.54 100% 10.3

H-D-H-C-1218-HO2 3.0 233.91 100% 46.8

H-D-H-C-1218-HO2 3.0 233.91 100% 46.8

H-D-H-C-1218-HO2 3.0 154.95 100% 31.0

H-D-H-C-1218-HO2 3.0 154.95 100% 31.0

H-D-H-C-1218-HO2 6.0 402.12 100% 80.4

H-D-H-C-1218-HO2 6.0 693.66 100% 138.7

H-D-H-C-1224-HO2 3.0 1,535.37 70% 215.0

H-D-H-C-1224-HO2 3.0 1,535.37 70% 215.0

H-D-H-C-1226-HO2 3.0 1,727.94 70% 241.9

H-D-H-C-1226-HO2 3.0 1,727.94 70% 241.9

H-D-H-C-1228-HO2 3.0 5,384.10 70% 753.8

3 65,271.75 100.0% 13054.4

H-D-H-C-827--HO2 3 29,944.35 100% 5989

H-D-H-C-829--HO2 3 35,327.40 100% 7065

6 24736 76.0% 3759.87

H-D-H-C-833A-HO1 6 24736 76% 3759.87

E. Saldivar 1 90060.61 72.7% 13086.86

H-D-H-C-875-HO4 21728.5 84.8% 3684.41

H-D-H-C-875-HO4 1 5355.2 85% 910.384

H-D-H-C-877-HO4 2 10710.5 85% 1820.785

H-D-H-C-879-HO4 1 5607.3 85% 953.241

H-D-H-C-881-HO4 1 55.5 0

H-D-H-C-892-HO3 3 68332.11 68.8% 9402.5

H-D-H-C-892-HO3 72 4691.52 100% 938.304

H-D-H-C-892-HO3 18 2651.4 100% 530.28

H-D-H-C-892-HO3 24 260.64 100% 52.128

H-D-H-C-892-HO3 6 147.9 100% 29.58

H-D-H-C-892-HO3 6 399.18 100% 79.836

H-D-H-C-892-HO3 3 259.74 100% 51.948

H-D-H-C-892-HO3 6 921.24 100% 184.248

H-D-H-C-892-HO3 6 131.34 100% 26.268

H-D-H-C-893-HO3 456 186.96 100% 37.392

H-D-H-C-893-HO3 456 164.16 100% 32.832

H-D-H-C-893-HO3 228 52.44 100% 10.488

H-D-H-C-893-HO3 276 118.68 100% 23.736

H-D-H-C-893-HO3 456 182.4 100% 36.48

H-D-H-C-892-HO3 1248 262.08 0

H-D-H-C-894-HO3 6 6929.88 60% 831.5856

H-D-H-C-894-HO3 6 6037.98 60% 724.5576

H-D-H-C-894-HO3 12 15127.44 60% 1815.2928

H-D-H-C-894-HO3 12 12817.2 60% 1538.064

H-D-H-C-894-HO3 6 2363.94 60% 283.6728

H-D-H-C-894-HO3 6 1720.08 60% 206.4096

H-D-H-C-894-HO3 6 1253.7 60% 150.444

H-D-H-C-894-HO3 12 2726.04 60% 327.1248

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H-D-H-C-894-HO3 6 411.48 60% 49.3776

H-D-H-C-894-HO3 3 1504.02 60% 180.4824

H-D-H-C-894-HO3 3 6216.99 90% 1119.0582

H-D-H-C-894-HO3 3 793.68 90% 142.8624

E. Saldivar 6.0 34344.16 70.2% 4824.326.0 20,525.50 90.0% 3694.6

H-D-H-C-991-HO1 6.0 20,525.50 90% 3694.6

6.0 13,569 41.6% 1129.732

H-D-H-C-998-HO1 24.0 167 100% 33.344

H-D-H-C-998-HO1 4.0 101 100% 20.248

H-D-H-C-998-HO1 2.0 414 100% 82.72

H-D-H-C-998-HO1 10.0 252 100% 50.3

H-D-H-C-998-HO1 5.0 1,122 100% 224.496

H-D-H-C-998-HO1 12.0 334 100% 66.708

H-D-H-C-998-HO1 6.0 404 100% 80.76

H-D-H-C-998-HO1 6.0 404 100% 80.76

H-D-H-C-997-HO1 196 63 100% 12.544

H-D-H-C-997-HO1 384 42 100% 8.448

H-D-H-C-997-HO1 156 23 100% 4.68

H-D-H-C-997-HO1 90 27 100% 5.4

H-D-H-C-997-HO1 180 36 100% 7.2

H-D-H-C-999-HO1 6.0 4,576 20% 183.03

H-D-H-C-999-HO1 6.0 4,576 20% 183.03

H-D-H-C-999-HO1 6.0 1,076 20% 43.05

H-D-H-C-999-HO1 6.0 1,075 20% 43.02

3.0 250.00 0.0% 0

H-D-H-C-993-HO1 3.0 250.00 0% 0

E. SALDIVAR 2.0 10,244.16 20.7% 424.10

E. SALDIVAR 2.0 10,244.16 20.7% 424.10

2.0 91.80 0.0% 0.00

1.0 1.00 0% 0.00

H-D-H-I-804-HO2 2.0 90.80 0% 0.00

H-D-H-I-809-CO2 4.0 67.70 0% 0.00

E. SALDIVAR 2.0 9,194.4 23.1% 424.10

H-D-H-I-810-HO2 8.0 577.20 100% 115.44

H-D-H-I-810-HO2 8.0 577.20 100% 115.44

H-D-H-I-810-HO2 4.0 540.08 100% 108.02

H-D-H-I-810-HO2 4.0 426.04 100% 85.21

H-D-H-I-811-HO2 88.0 29.04 0% 0.00

H-D-H-I-811-HO2 88.0 35.20 0% 0.00

H-D-H-I-811-HO2 88.0 20.24 0% 0.00

H-D-H-I-811-HO2 120.0 60.00 0% 0.00

H-D-H-I-812-HO2 2.0 1,994.64 0% 0.00

H-D-H-I-812-HO2 2.0 1,994.64 0% 0.00

H-D-H-I-812-HO2 2.0 1,825.40 0% 0.00

H-D-H-I-812-HO2 2.0 1,825.40 0% 0.00

H-D-H-I-812-HO2 2.0 622.12 0% 0.00

H-D-H-I-812-HO2 2.0 622.12 0% 0.00

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H-D-H-I-812-HO2 2.0 2,913.32 0% 0.00

H-D-H-I-812-HO2 1.0 957.92 0.0% 0.00

H-D-H-I-807-CO1 1.0 424.62 0.00

H-D-H-I-807-CO1 1.0 533.30 0.00

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ARM END LIMP0.6 0.1 0.1

% Kg % Kg % Kg

52.8% 74,286.66 17.7% 4,165.10 20.9% 4,907.71

17% 585.24 17% 97.54 16% 92.66

0% 0.00 0% 0.00 0% 0.00

0 0 0

0 0 0

29% 585.24 29% 97.54 28% 92.66

100% 91 100% 15 95.0% 14

100% 91 100% 15 95.0% 14

100% 91 100% 15 95.0% 14

100% 91 100% 15 95.0% 14

100% 47 100% 8 95.0% 7

100% 47 100% 8 95.0% 7

100% 7 100% 1 95.0% 1

100% 7 100% 1 95.0% 1

100% 7 100% 1 95.0% 1

100% 7 100% 1 95.0% 1

100% 7 100% 1 95.0% 1

100% 7 100% 1 95.0% 1

100% 39 100% 6 95.0% 6

100% 27 100% 4 95.0% 4

100% 18 100% 3 95.0% 3

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

45.6% 28617.4194 4.5% 470.76064 33.1% 3464.6992

75.7% 6661.2384 27.0% 395.5632 67.5% 991.0992

100% 97.5 100% 16.3 100% 16.3

100% 97.5 100% 16.3 100% 16.3

100% 39.3 100% 6.5 100% 6.5

100% 39.3 100% 6.5 100% 6.5

100% 99.6 100% 16.6 100% 16.6

100% 99.6 100% 16.6 100% 16.6

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100% 30.9 100% 5.2 100% 5.2

100% 30.9 100% 5.2 100% 5.2

100% 140.3 100% 23.4 100% 23.4

100% 140.3 100% 23.4 100% 23.4

100% 93.0 100% 15.5 100% 15.5

100% 93.0 100% 15.5 100% 15.5

100% 241.3 100% 40.2 100% 40.2

100% 416.2 100% 69.4 100% 69.4

70% 644.9 10% 15.4 60% 92.1

70% 644.9 10% 15.4 60% 92.1

70% 725.7 10% 17.3 60% 103.7

70% 725.7 10% 17.3 60% 103.7

70% 2261.3 10% 53.8 60% 323.0

50.0% 19581.525 0.0% 0 0.0% 0

50% 8983.31 0% 0.00 0% 0.00

50% 10598.22 0% 0.00 0% 0.00

16.0% 2374.7 3.0% 75.2 0.0% 2473.6

16% 2374.7 20% 75.2 100% 2473.60

66.2% 35776.81 28.4% 2558.74 10.3% 928.05

79.8% 10403.04 74.8% 1625.48 0.0% 0.00

80% 2570.50 75% 401.64 0

80% 5141.04 75% 803.29 0

80% 2691.50 75% 420.55 0

0.00 0.00 0

61.9% 25373.77 13.7% 933.26 13.6% 928.0512

100% 2814.91 100% 469.15 100% 469

100% 1590.84 100% 265.14 100% 265

50% 78.19 50% 13.03 30% 8

100% 88.74 100% 14.79 100% 15

100% 239.51 100% 39.92 100% 40

100% 155.84 100% 25.97 100% 26

100% 552.74 100% 92.12 100% 92

100% 78.80 100% 13.13 100% 13

0.00 0.00 0

0.00 0.00 0

0.00 0.00 0

0 0.00 0

0 0.00 0

0 0.00 0

60% 2494.7568 0% 0.00 0% 0

60% 2173.6728 0% 0.00 0% 0

60% 5445.8784 0% 0.00 0% 0

60% 4614.192 0% 0.00 0% 0

60% 851.0184 0% 0.00 0% 0

60% 619.2288 0% 0.00 0% 0

0% 0 0% 0.00 0% 0

0% 0 0% 0.00 0% 0

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0% 0 0% 0.00 0% 0

0% 0 0% 0.00 0% 0

85% 3170.6649 0% 0.00 0% 0

85% 404.7768 0% 0.00 0% 0

45.2% 9307.19 30.2% 1038.06 12.3% 422.3060.0% 7389.18 35.0% 718.39 5.0% 102.63

60% 7389.18 35% 718.39 5% 102.63

23.6% 1918.008 23.6% 319.668 0.0% 319.668

100% 100.032 100% 16.672 100% 16.67

100% 60.744 100% 10.124 100% 10.12

100% 248.16 100% 41.36 100% 41.36

100% 150.9 100% 25.15 100% 25.15

100% 673.488 100% 112.248 100% 112.25

100% 200.124 100% 33.354 100% 33.35

100% 242.28 100% 40.38 100% 40.38

100% 242.28 100% 40.38 100% 40.38

0 0 0.00

0 0 0.00

0 0 0.00

0 0 0.00

0 0 0.00

0 0 0.00

0 0 0.00

0 0 0.00

0 0 0.00

0.0% 0 0.0% 0.00 0.0% 0

0% 0 0% 0 0% 0

20.7% 1272.31 20.7% 212.05 20.7% 212.05

20.7% 1,272.31 20.7% 212.05 20.7% 212.05

0.0% 0.00 0.0% 0.00 0.0% 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

23.1% 1272.31 23.1% 212.05 23.1% 212.05

100% 346.32 100% 57.72 100% 57.72

100% 346.32 100% 57.72 100% 57.72

100% 324.05 100% 54.01 100% 54.01

100% 255.62 100% 42.60 100% 42.60

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

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0.00 0.00 0.00

0.0% 0.00 0.0% 0.00 0.0% 0.00

0.00 0.00 0.00

0.00 0.00 0.00

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49.9% 122,274.0

Avance Peso (Kg)Actual Despachado

% Kg 15,425.52 Observación

51.19% 120,153.4 15,425.52

20% 1,114.00

0% 0.00

0% 0.0

0% 0.0

33% 1,114.00

100% 151.32

100% 151.32

100% 151.32

100% 151.32

100% 78.41

100% 78.41

100% 11.39

100% 11.39

100% 11.85

100% 11.85

100% 11.39

100% 11.39

100% 63.96

100% 44.71

100% 30.50

0% 0.00

0% 0.00

0% 0.00

0% 0.00

0% 0.00

0% 0.00

5% 47.86

5% 47.86

8% 4.56

8% 4.56

16% 16.18

11% 22.47

9.8% 51,587.51

70.0% 10,268

100.00% 162.5 162.51

100.00% 162.5 162.51

100.00% 65.4 65.43

100.00% 65.4 65.43

100.00% 166.1 166.05

100.00% 166.1 166.05

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100.00% 51.5 51.54

100.00% 51.5 51.54

100.00% 233.9 233.91

100.00% 233.9 233.91

100.00% 155.0 154.95

100.00% 155.0 154.95

100.00% 402.1 402.12

100.00% 693.7 693.66

63.00% 967.3

63.00% 967.3

63.00% 1,088.6

63.00% 1,088.6

63.00% 3,392.0

50.0% 32,635.9

50.00% 14,972.2

50.00% 17,663.7

35% 8,683.3

35.10% 8,683.3

58.1% 52,350.5

72.3% 15,712.9

73% 3,882.5

73% 7,765.1

73% 4,065.3

0% 0.0

53.62% 36,637.5

100% 4,691.5 4691.52

100% 2,651.4 2651.4

58% 151.2 260.64

100% 147.9 147.9

100% 399.2 399.18

100% 259.7 259.74

100% 921.2 921.24

100% 131.3 131.34

20% 37.4

20% 32.8

20% 10.5

20% 23.7

20% 36.5

0% 0.0

48% 3,326.3

48% 2,898.2

48% 7,261.2

48% 6,152.3

48% 1,134.7

48% 825.6

12% 150.4

12% 327.1

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12% 49.4

12% 180.5

69% 4,289.7

69% 547.6

44% 15101.4758% 11,905

58% 11,904.8

24% 3,197

100% 166.7 167

100% 101.2 101

100% 413.6 414

100% 251.5 252

100% 1,122.5 1,122

100% 333.5 334

100% 403.8 404

100% 403.8 404

20% 12.5

20% 8.4

20% 4.7

20% 5.4

20% 7.2

4% 183.0

4% 183.0

4% 43.0

4% 43.0

0% 0

0% 0.0

21% 2,120.5

21% 2,120.5

0% 0.0

0% 0.0

0% 0.0

0% 0.0

23% 2,120.5

100% 577.20 577.20

100% 577.20 577.20

100% 540.08 540.08

100% 426.04 426.04

0% 0.0

0% 0.0

0% 0.0

0% 0.0

0% 0.0

0% 0.0

0% 0.0

0% 0.0

0% 0.0

0% 0.0

Page 45: Control de Avance Contratistas Mayo

0% 0.0

0% 0.0

0% 0.0

0% 0.0