rev. 01

40
Elemento Excavación (m3) Z-1 13.06 Z-2 9.87 Z-3 12.06 Z-4 11.42 Z-5 28.75 Z-6 11.77 Z-7 14.08 Z-8 13.06 Z-9 8.00 Z-10 8.19 Z-11 8.40 corte W 1.52 corte P 0.40 corte P 0.76 corte P 1.42 corte S 2.12 corte R 0.52 corte Q 0.78 corte Q 0.33 corte M 0.47 corte M 0.61 corte N 0.69 corte N 0.49 corte K 0.76 corte K 0.79 corte 1K 2.04 corte 2K 2.90 corte Z 1.21 C-5 C-14 COLUMNAS SOTANO 3 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 CIMENTACIÓN ZAPATAS CIMENTACIÓN MUROS INTERIORES COLUMNAS CUARTO DE BOMBAS

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Page 1: Rev. 01

Elemento Excavación (m3) Solado (m2)

Z-1 13.06 8.16

Z-2 9.87 7.60

Z-3 12.06 9.28Z-4 11.42 10.88Z-5 28.75 9.28Z-6 11.77 11.21Z-7 14.08 10.83Z-8 13.06 8.16Z-9 8.00 8.00

Z-10 8.19 10.24Z-11 8.40 10.50

corte W 1.52 2.53corte P 0.40 0.67corte P 0.76 1.26corte P 1.42 2.36corte S 2.12 2.65corte R 0.52 1.30corte Q 0.78 1.96corte Q 0.33 0.82corte M 0.47 1.16corte M 0.61 1.52corte N 0.69 1.72corte N 0.49 1.22corte K 0.76 1.91corte K 0.79 1.98

corte 1K 2.04 2.40corte 2K 2.90 2.15corte Z 1.21 1.73

C-5

C-14

C-1C-2C-3C-4C-5C-6C-7C-8C-9

C-10

CIMENTACIÓN ZAPATAS

CIMENTACIÓN MUROS

INTERIORES

COLUMNAS CUARTO DE

BOMBAS

COLUMNAS SOTANO 3

Page 2: Rev. 01

C-14C-1C-2C-3C-4C-5C-6C-7C-8C-9

C-14C-15C-15C-15C-15C-15C-15C-1C-2C-3C-4C-5C-6C-7C-8C-9C-1C-2C-3C-4

C-12C-12

PLACA P-1PLACA P-2 Y P-3

PLACA P-4

PLACA P-1

PLACA P-2 Y P-3

PLACA P-4

PLACA P-1PLACA P-2 Y P-3

PLACA P-4

PLACA P-1PLACA P-2 Y P-3

PLACA P-4

COLUMNAS SOTANO 3

COLUMNAS SOTANO 2

COLUMNAS SOTANO 1

COLUMNAS SEMISOTANO

PLACAS CTO. BOMBAS

PLACAS SÓTANO 3

PLACAS SÓTANO 2

PLACAS SÓTANO 1

Page 3: Rev. 01

corte Pcorte Pcorte Pcorte Mcorte Mcorte Ncorte Ncorte Mcorte Kcorte K

C-4C-6

C-10Losa maciza

corte Qcorte Rcorte Wcorte Tcorte T

corte 1Kcorte 2Kcorte 2Kcorte Z

VS-301 VS-302 VS-303

VS-301A VS-302A

VS-304 VS-305 VS-306 VS-307 VS-308 VS-309

VS-307A VS-309A VS-310 VS-311 VS-312 VS-313

VS-314 VS-315 VS-316 VS-317 VS-318 VS-319 VS-320 VS-321 VS-322 VS-323 VS-324 VS-325 VS-101 VS-201

PLACAS SÓTANO 1

MUROS CISTERNA Y CUATO DE BOMBAS

COLUMNAS CISTERNA

LOSA INFERIOR CISTERNA

MURO DE CONTENCIÓN EN

SOTANO 3

VIGAS SOTANO 3

VIGAS SOTANO 2

Page 4: Rev. 01

VS-202 VS-203 VS-204 VS-205

VS-206

VS-307A VS-206A VS-207 VS-208 VS-209 VS-210 VS-211 VS-212 VS-213 VS-214 VS-215 VS-216 VS-217 VS-218

VS-101B VS-102B VS-103B VS-101 VS-102

VS-103

VS-104

VS-105

VS-106

VS-107

VS-108

VS-109

VS-110

VS-111

VS-112

VS-113

VS-114

VS-115

VS-116

VS-117

VS-118

VS-119

VS-120

VS-121

VS-122

VS-123

VS-124 corte y2

VIGAS SOTANO 2

VIGAS SEMISOTANO

VIGAS SOTANO 1

VIGAS CORTE CISTERNA

Page 5: Rev. 01

corte y2 corte y2 corte y3 corte y4 corte y4 corte y5 corte y6 corte 8 corte 3 corte 1 corte 1 corte 5 corte 5 corte 5 corte 2 corte 2 corte 2

corte 12 corte 12 corte 2 corte 2 corte 2

corte 23 corte 23 corte 21 corte 8 corte 3 corte 1 corte 1 corte 5

corte 20 corte 20 corte y2 corte y2 corte y2 corte y2 corte y2 corte y2 corte y2 corte y2 corte y2 corte y2 corte y2 corte y2 corte 14 corte 2

corte 17 corte 17 corte 17 corte 17 corte 18 corte 17 corte 8 corte 3 corte 1 corte 1 corte 5

VIGAS CORTE CISTERNA

VIGAS CORTE SOTANO 3

VIGAS CORTE SOTANO 2

VIGAS CORTE SOTANO 1

Page 6: Rev. 01

corte 20 corte xxx corte 2

corte 14 corte 12 corte 25 corte 6 corte 4

corte 10 corte 11 corte 13 corte 16 corte 16 corte 16 corte 10 corte 10 corte 1 corte 9

corte 12 Paño 1

Cuarto de extraccion de monoxido

Paño 2 Cisterna consumo domestico

Paño 3 Cuarto de bomba

Paño 4 Cisterna ACI Inicio de rampa

Paño 5 Cisterna ACI 9.60

Paño 5* Cisterna ACI rampa

Paño 5** Cisterna ACI 8.40

Paño 6 Circulación

Paño 7 Trampa de grasa

Paño 8 Escalera N°03

Paño 1 Paño 2 Paño 3 Paño 4 Paño 5 Paño 1 Paño 2 Paño 3 Paño 4 Paño 5 Paño 6 Paño 7

Paño 8 Paño 9

Paño 10

VIGAS CORTE SOTANO 1

LOSA MACIZA CUARTO DE

BOMBAS

LOSA MACIZA SOTANO 3

LOSA MACIZA SOTANO 2

Page 7: Rev. 01

Paño 11

Paño 12

Paño 1 Paño 2 Paño 3 Paño 4 Paño 5 Paño 6 Paño 7

Paño 8 Paño 9

Paño 10

Paño 11 Escalera Av. Ejercito

Escalera Calle Huaura

LOSA MACIZA SOTANO 2

LOSA MACIZA SOTANO 1

LOSA ALIGERADA SOTANO 3

Losa aligerada con vigueta transversal encofrado doble

Losa aligerada sin vigueta transversal encofrado doble

Losa aligerada con vigueta transversal encofrado simple

Losa aligerada sin vigueta transversal encofrado simple

LOSA ALIGERADA SOTANO 2

Losa aligerada con vigueta transversal encofrado doble

Losa aligerada sin vigueta transversal encofrado doble

Losa aligerada con vigueta transversal encofrado simple

Losa aligerada sin vigueta transversal encofrado simple

LOSA ALIGERADA SOTANO 1

Losa aligerada con vigueta transversal encofrado doble

Losa aligerada sin vigueta transversal encofrado doble

Losa aligerada con vigueta transversal encofrado simple

Losa aligerada sin vigueta transversal encofrado simple

Page 8: Rev. 01

LOSA ALIGERADA

SEMISOTANO

Page 9: Rev. 01

Eliminación (m3) Relleno (m3)

6.53 6.53

3.80 6.08

4.64 7.421.63 9.79

21.33 7.421.68 10.094.33 9.756.53 6.531.60 6.402.05 6.142.10 6.300.51 1.010.13 0.270.25 0.500.47 0.940.27 1.860.00 0.520.00 0.780.00 0.330.00 0.470.00 0.610.00 0.690.00 0.490.00 0.760.00 0.790.60 1.441.61 1.290.17 1.04

1.09

0.46

1.331.441.600.881.261.261.331.431.120.19

Concreto ciclopeo (m3)

Concreto (m3) 210 Kg/cm2

Concreto (m3) 245 Kg/cm2

Page 10: Rev. 01

0.451.051.051.261.261.261.261.161.510.950.450.180.190.190.200.200.200.950.841.131.011.261.371.161.290.840.840.841.011.010.120.121.731.671.671.741.741.78

1.62

1.61

1.61

1.69

1.69

1.73

1.621.611.611.691.691.732.112.102.102.192.19

Page 11: Rev. 01

2.241.341.892.962.103.442.022.102.522.294.581.281.280.329.35

5.922.763.711.131.131.151.751.613.021.811.170.591.221.250.541.260.631.210.871.170.531.260.571.260.630.880.750.700.880.871.470.880.871.080.880.871.080.880.871.081.221.17

Page 12: Rev. 01

1.201.260.630.331.170.140.451.260.571.260.630.880.861.481.170.880.861.081.761.732.161.441.801.051.220.93

1.17

1.22

1.26

0.88

0.54

0.54

0.43

1.17

1.22

3.70

0.63

0.68

0.38

2.65

0.88

1.50

0.88

0.86

1.17

1.76

1.73

2.16

0.88

0.78

1.000.09

Page 13: Rev. 01

0.070.080.310.030.031.960.780.220.090.060.060.330.530.420.110.270.290.360.220.070.280.230.390.870.220.230.090.060.060.330.400.360.240.320.210.150.300.090.290.180.040.300.120.142.790.150.390.300.310.380.440.300.230.090.060.060.33

Page 14: Rev. 01

0.330.030.312.790.430.310.240.750.400.260.490.520.630.360.831.490.040.420.214.34

3.83

2.70

1.52

2.28

3.57

0.81

2.98

1.49

0.89

2.900.891.250.700.810.811.950.891.581.110.360.451.932.880.521.920.85

Page 15: Rev. 01

0.68

2.422.095.630.812.020.892.670.940.434.053.98

5.03

0.66

0.701.650.95

5.73

0.00

32.44

8.43

0.00

0.00

0.00

0.00

Page 16: Rev. 01
Page 17: Rev. 01

Acero (Kg)

9.20 167.64

8.88 139.36

9.84 262.2411.97 310.329.84 262.24

12.15 315.2911.97 309.739.20 186.649.12 190.337.68 288.757.80 291.043.97 0.000.97 0.002.12 0.003.43 0.003.71 26.052.61 0.003.91 0.001.64 0.001.96 0.002.57 0.002.50 0.001.78 0.003.22 0.003.34 0.005.76 0.005.16 0.004.14 0.00

8.06 274.94

4.42 113.32

10.26 432.4311.07 454.34

11.78 366.196.51 287.239.30 244.539.30 369.09

10.26 304.8910.54 446.698.64 304.852.52 74.13

Encofrado simple (m2)

Encofrado doble (m2)

Acero dimensionado

(Kg)

Colocación de viguetas y bovedillas

Page 18: Rev. 01

4.80 100.358.10 297.158.10 297.159.30 257.479.30 369.099.30 244.539.30 369.098.91 232.03

11.16 378.777.29 224.374.80 100.353.30 30.823.47 32.113.47 32.113.63 33.403.63 33.403.63 33.407.29 275.25 739.576.48 253.34 723.948.37 239.41 324.247.44 314.52 649.289.72 247.09 241.69

10.53 409.55 360.448.91 232.03 242.099.77 353.39 372.986.48 207.59 300.166.48 253.346.48 253.347.44 221.347.44 314.521.80 42.201.80 42.20

18.56 240.5214.88

706.4214.8815.50

603.5015.5015.81

17.40 191.20

14.40564.26

14.40

15.00

493.3215.00

15.30

17.40 191.2014.40

564.2614.4015.00

493.3215.0015.3022.62 240.25 243.4518.72

700.53 644.5318.7219.50

617.76 433.0419.50

Page 19: Rev. 01

19.89617.76 433.04

13.42 86.3918.91 117.5029.65 174.838.39 102.90

13.76 167.3516.17 105.1016.78 103.3710.07 124.139.15 112.40

18.30 211.109.45 476.129.45 563.743.97 34.910.00 334.58

23.67 268.5222.08 133.7018.56 216.3611.29 80.0911.29 80.0915.36 104.1517.46 110.2216.06 102.5515.12 176.8310.03 282.526.50 183.093.30 92.957.47 129.397.91 313.253.00

7.00 203.923.50 101.96

6.71 158.024.85 114.226.50 153.072.92 68.777.96 230.653.17 83.167.00 183.643.50 91.824.90 142.894.18 121.753.87 112.714.90 100.834.83 99.398.19 168.534.90 116.774.83 115.106.00 142.984.90 117.424.83 115.74

6.00 143.784.90 89.944.83 88.65

6.00 110.137.47 128.396.51 182.83

Page 20: Rev. 01

6.65 186.767.00 196.593.50 98.291.85 93.556.50 328.690.76 38.432.56 107.717.96 230.653.17 88.977.00 196.473.50 98.244.90 125.134.80 122.578.24 210.427.14 132.954.90 105.614.80 103.466.00 129.329.80 198.209.60 194.15

12.00 242.6912.00 170.2715.00 212.848.75 163.267.47 128.396.48 128.97

6.50 282.30

6.80 295.32

7.00 304.01

5.18 77.61

3.00

3.00 111.35

2.51

6.50 280.15

6.80 293.08

23.24 301.70

3.50 150.85

4.65 98.93

2.65

18.76 269.44

4.90 119.40

8.31 202.49

4.90 97.47

4.80 95.48

7.16 125.69

9.80 162.05

9.60 158.74

12.00 198.43

4.90 100.80

4.35 89.49

5.55 114.170.90 9.90

Page 21: Rev. 01

0.68 8.220.75 8.782.48 45.360.15 6.240.15 6.24

18.40 128.237.28 59.952.28 40.010.44 16.530.28 7.550.28 7.552.09 48.863.33 74.332.64 59.930.90 12.592.14 28.451.18 30.931.46 55.390.88 39.250.57 9.141.11 29.400.90 25.004.79 75.55

10.67 195.712.37 30.312.42 41.780.44 11.930.28 5.930.28 5.932.09 48.862.97 50.492.68 47.643.05 25.054.02 30.732.67 22.801.92 14.503.80 29.491.17 10.073.61 28.372.26 20.440.52 6.263.75 29.291.52 12.141.71 13.26

33.48 216.390.58 18.431.57 68.051.22 55.281.23 56.251.51 65.875.34 62.772.43 55.222.42 41.780.44 16.530.28 7.550.28 7.552.09 48.86

Page 22: Rev. 01

2.47 45.250.17 5.251.54 37.31

33.48 216.391.71 63.131.25 57.501.58 42.493.00 119.694.80 35.013.07 25.491.97 89.122.06 64.712.51 77.341.43 50.609.92 61.19

17.88 102.370.17 5.353.17 51.920.83 37.43

21.71 492.53

19.16 257.71

13.52 148.96

7.60 145.46

11.39 165.54

17.83 206.80

4.06 27.18

14.92 239.22

7.45 71.95

4.45 72.15

14.48 227.134.45 72.156.26 115.823.50 0.004.07 88.624.07 88.62

10.21 115.824.28 72.157.54 175.535.41 50.591.77 70.232.00

387.819.4714.394.43 52.26

17.33 132.998.47 64.89

Page 23: Rev. 01

0.2853.14

6.179.53

753.998.1521.824.07 88.62

10.21 120.314.28 78.62

12.85 198.224.46 69.981.98 63.50

20.30810.51

19.5016.81

515.286.401.28

65.691.953.39 75.878.25 295.844.73 179.34

65.09

1033.05

65.09

0.00 0.00

368.60 368.60

95.84 95.84

0.00

1006.91

0.00

0.00 0.00

278.62 0.00

88.79 0.00

Page 24: Rev. 01

36603.27

Page 25: Rev. 01

Curado (m2) Nota:

8.16

7.60

9.2810.889.28

11.2110.838.168.00

10.2410.506.501.633.385.796.363.915.872.463.124.094.233.005.135.328.167.315.87

Page 26: Rev. 01

Tramo 1Tramo 2Tramo 1Tramo 2Tramo 3

Tramo 1

Tramo 2

Tramo 1

Tramo 2

Tramo 3

Tramo 1Tramo 2Tramo 1Tramo 2Tramo 3

Tramo 1Tramo 2Tramo 1Tramo 2

Page 27: Rev. 01

Tramo 3

Page 28: Rev. 01
Page 29: Rev. 01
Page 30: Rev. 01
Page 31: Rev. 01
Page 32: Rev. 01