contro gio acero_.xlsx

CONTROL DE LA CANTIDAD DE ACERO UTILIZADO(16/04/15)

Nro Descripción Und Cantidad Descripcion detallada1.0 Acero E.T ton 157.44 Cantidad de total de acero requerida en el Expediente Técnico.2.0 Acero E.Gab ton 160.38 Cantidad de total de acero requerida por el calculo de Gabinete.3.0 Acero.R.O ton 36117 Cantidad de total de acero recepcionada en obra 4.0 Acero.H.E.O ton 30.62 Cantidad de total de acero habilitado a pie de zapata5.0 Acero Desp. ton 2.297 Cantidad de desperdicio de acero(7.5%)

22.94%

77.06%

RECEPCION DE ACERO RESPECTO A LA CANTIDAD ESPECI-FICADA EN EL EXPEDIENTE TECNICO (157.44 ton)

Acero.R.OFaltante

22.52%

77.48%

RECEPCION DE ACERO DEL RESPECTO AL CANTIDAD ESTABLECIDA ENGABINETE (160.38 ton)

Acero.R.OFaltante

85%

6%9%

CANTIDAD DE ACERO UTILIZADO EN OBRA DEL TOTAL RECEPCIONADO (36.12 ton)

Acero.H.E.ODesperdicioFaltante

ACERO REALMENTE UTILIZADO EN OBRA (9.08 ton)

LUGAR CANTIDAD Und. DESCRIPCIONMOD4 6876.894 kg Acero habilitado para modulo 4MOD1 15666.89 kg Acero habilitado para modulo 1MOD2 7944.16 kg Acero habilitado para modulo 2

PTA 135.86 kg Puerta para la Planta de Concreto

ANALISIS DEL ACERO REALMENTE UTILIZADO EN OBRA

CANTIDAD DE ACERO EN COLUMNA Y MURO DE CORTE (kg)MODULO EXPTE GABINETE OBRA EXP-OBRA GAB-OBRA

1 15993.99 15988.47 13735.88 2258.112 2252.5924 5489.37 5461.89 5754.794 -265.424 -292.904

85%

6%9%

CANTIDAD DE ACERO UTILIZADO EN OBRA DEL TOTAL RECEPCIONADO (36.12 ton)


22%

51%

26%

0%


MOD4 MOD1 MOD2 PTA

12500

13000

13500

14000

14500

15000

15500

16000

16500

15993.99 15988.47

13735.88

ACERO UTILIZADO PARA COLUMNA Y MURO DE CORTE PARA EL MODULO 1

EXPTE GABINETE OBRA

CANTIDAD DE ACERO EN ZAPATAS (kg)MODULO EXPTE GABINETE OBRA EXP-OBRA GAB-OBRA

1 2013.84 1996.716 1931.016 82.824 65.74 749.52 745.383 1122.1 -372.58 -376.717

53005350540054505500555056005650570057505800

5489.375461.89

5754.794

ACERO UTILIZADO PARA COLUMNA Y MURO DE CORTE PARA EL MODULO 4

EXPTE GABINETE OBRA

1880

1900

1920

1940

1960

1980

2000

2020

2040

2013.84

1996.716

ACERO UTILIZADO PARA ZAPATAS EN EL MODULO 1

EXPTE GABINETE OBRA

0

200

400

600

800

1000

1200

749.52 745.383

1122.1


EXPTE GABINETE OBRA

BALANCE DE LA UILIZACION DE ACEROφ Ingreso Utilizado Faltante %

3/8´´ 1700 1448 252 85.16%1/2´´ 210 168 42 80.00%5/8´´ 850 1088 -238 128.05%3/4´´ 640 385 255 60.13%

1´´ 0 #DIV/0!

0

200

400

600

800

1000

1200

749.52 745.383

1122.1


EXPTE GABINETE OBRA

3/8´´

1/2´´

5/8´´

3/4´´

1´´

0 200 400 600 800 1000 1200 1400 1600 1800

Utilización de Acero

Utilizado Ingreso

Acero E.T 157443.76 kg Cantidad de total de acero requerida en el Expediente Técnico.Acero E.Gab 160379.87 kg Cantidad de total de acero requerida en el por el calculo de Gabinete.Acero.R.O 36117 kg Cantidad de total de acero recepcionada en obra Faltante 121326.76 kg Cantidad de acero faltante según el Expediente Técnico

Acero.H.E.O 30623.81 kg Cantidad de acero realmete utilizada en obra.Desperdicio 2296.78578 kg

Faltante 3196.40 kg Cantidad de acero realmete sobrante en obra.Faltante 124262.87 kg Cantidad de acero faltante según el calculo en Gabinete.

MODULO4 MODULO1 PUERTA MODULO 2 TOTALCOL-MURO 5754.794 13735.88 135.86 7944.1624 27570.6944

ZAPATA 1122.1 1931.016 0 0 3053.116TOTAL 6876.894 15666.89 135.86 7944.1624 30623.81

0.08479057

ACERO DE PUERTA PLANTA DE CONCRETOφ CANT L unit L P/L P(Kg)

5/8´´ 8 4.5 36 1.6 57.61/2´´ 4 4.5 18 2.25 40.53/4´´ 50 1.28 64 0.59 37.76

Ʃ(kg): 135.86

ACERO INGRESADO EN OBRA HASTA 12/04/15φ Cant L (m)

3/8´´ 1700 91/2´´ 210 95/8´´ 850 93/4´´ 640 9

1´´ 0 9

ACERO INGRESADO EN OBRA HASTA 12/04/15P(kg/m) P(kg)

0.59 90271 1890

1.6 122402.25 129603.98 0

Ʃ(kg): 36117

CONTROL DE LA CANTIDAD DE ACERO UTILIZADO(16/04/15)

Nro Descripción Und Cantidad Descripcion detallada1.0 Acero E.T ton 157.44 Cantidad de total de acero requerida en el Expediente Técnico.2.0 Acero E.Gab ton 160.38 Cantidad de total de acero requerida por el calculo de Gabinete.3.0 Acero.R.O ton 56.664 Cantidad de total de acero recepcionada en obra 4.0 Acero.H.E.O ton 30.62 Cantidad de total de acero habilitado a pie de zapata5.0 Acero Desp. ton 2.297 Cantidad de desperdicio de acero(7.5%)

22.94%

77.06%

RECEPCION DE ACERO RESPECTO A LA CANTIDAD ESPECI-FICADA EN EL EXPEDIENTE TECNICO (157.44 ton)

Acero.R.OFaltante

22.52%

77.48%

RECEPCION DE ACERO DEL RESPECTO AL CANTIDAD ESTABLECIDA ENGABINETE (160.38 ton)

Acero.R.OFaltante

54%

4%

42%

CANTIDAD DE ACERO UTILIZADO EN OBRA DEL TOTAL RECEPCIONADO (56.66ton)



LUGAR CANTIDAD Und. DESCRIPCIONMOD4 6876.894 kg Acero habilitado para modulo 4MOD1 15666.89 kg Acero habilitado para modulo 1MOD2 7944.16 kg Acero habilitado para modulo 2

PTA 135.86 kg Puerta para la Planta de Concreto

BALANCE DE LA UILIZACION DE ACEROφ Ingreso Utilizado Faltante %Util

1/4´´ 500 0 500 0.00%3/8´´ 2900 1448 1452 49.92%1/2´´ 460 168 292 36.52%5/8´´ 1600 1088 512 68.03%3/4´´ 640 385 255 60.13%

1´´ 0 0 0 #DIV/0!

54%

4%

42%

CANTIDAD DE ACERO UTILIZADO EN OBRA DEL TOTAL RECEPCIONADO (56.66ton)


22%

51%

26%

0%


MOD4 MOD1 MOD2 PTA

1/4´´

3/8´´

1/2´´

5/8´´

3/4´´

1´´

0 500 1000 1500 2000 2500 3000 3500

Utilización de Acero

Utilizado Ingreso

Acero E.T 157443.76 kg Cantidad de total de acero requerida en el Expediente Técnico.Acero E.Gab 160379.8696 kg Cantidad de total de acero requerida en el por el calculo de Gabinete.Acero.R.O 56664 kg Cantidad de total de acero recepcionada en obra Faltante 100779.76 kg Cantidad de acero faltante según el Expediente Técnico

Acero.H.E.O 30623.81 kg Cantidad de acero realmete utilizada en obra.Desperdicio 2296.78578 kg

Faltante 23743.40 kg Cantidad de acero realmete sobrante en obra.Faltante 103715.8696 kg Cantidad de acero faltante según el calculo en Gabinete.

MODULO4 MODULO1 PUERTA MODULO 2 TOTALCOL-MURO 5754.794 13735.88 135.86 7944.1624 27570.6944

ZAPATA 1122.1 1931.016 0 0 3053.116TOTAL 6876.894 15666.89 135.86 7944.1624 30623.81

54.04456163

ACERO DE PUERTA PLANTA DE CONCRETOφ CANT L unit L P/L P(Kg)

5/8´´ 8 4.5 36 1.6 57.61/2´´ 4 4.5 18 2.25 40.53/4´´ 50 1.28 64 0.59 37.76

Ʃ(kg): 135.86

ACERO INGRESADO EN OBRA HASTA 12/04/15φ Cant1 Cant2 Cant L (m)

3/8´´ 1700 1700 1700 91/2´´ 210 210 210 95/8´´ 850 850 850 93/4´´ 640 640 640 9

1´´ 0 0 0 9

ACERO INGRESADO EN OBRA

φ 1/4´´ 3/8´´ 1/2´´ 5/8´´ 3/4´´ 1´´P(KG/M) 0.25 0.59 1 1.6 2.25 3.98

FECHA 4/12/2015CANTIDAD 0 1700 210 850 640 0

FECHA 4/21/2015CANTIDAD 500 0 0 250 0 0

FECHA 4/22/2015CANTIDAD 0 1200 250 500 0 0

P_TOTAL(KG) 1125 15399 4140 23040 12960 0

ACERO INGRESADO EN OBRA HASTA 12/04/15P(kg/m) P(kg)

0.59 90271 1890

1.6 122402.25 129603.98 0

Ʃ(kg): 36117

3400

750

195056664

20547

DISTRIBUCION DE ACERO TOTAL DE OBRA POR MODULO

FECHA: 06/05/2015MODULO CANTIDAD(Kg) % PARTICIP HABILITADO FALTANTE %HABILIT.

MODULO 01 44979.93 28.12% 15666.894 29313.036 34.83%Zapatas 2013.84 1931.02 82.824 95.89%Columnas 15993.99 13735.88 2258.112 85.88%Vigas 15359.22 15359.22 0.00%Losa Aligerad 9296.91 9296.91 0.00%Columnetas 985.77 985.77 0.00%Viguetas 1172.25 1172.25 0.00%Muros Albañ 157.95 157.95 0.00%

MODULO 02 19008.72 11.88% 6513.008 12495.712 34.26%Finalizado Zapatas 806.4 730.72 75.68 90.62%

Columnas 7699.77 5782.29 1917.482 75.10%Vigas 5379.84 5379.84 0.00%Losa Aligerad 3888.72 3888.72 0.00%Columnetas 625.14 625.14 0.00%Viguetas 556.2 556.2 0.00%Muros Albañ 52.65 52.65 0.00%

SS.HH - MOD 02 5395.59 3.37% 2402.3864 2993.2036 44.52%Finalizado Zapatas 273.6 240.51 33.088 87.91%

Columnas 2995.56 2161.87 833.6856 72.17%Vigas 1067.04 1067.04 0.00%Losa Aligerad 636.93 636.93 0.00%Columnetas 346.5 346.5 0.00%Viguetas 40.86 40.86 0.00%Muros Albañ 35.1 35.1 0.00%

RAMPA 13769.19 8.61% 0 13769.19 0.00%Zapatas 374.4 374.4 0.00%Mros y Col 5810.04 5810.04 0.00%Vigas 833.67 833.67 0.00%Losa Maciza 6751.08 6751.08 0.00%

ESC ENTRE MOD 01 Y 02 3676.86 2.30% 0 3676.86 0.00%Zapatas 100.8 100.8 0.00%Mros y Col 1584.27 1584.27 0.00%Vigas 248.31 248.31 0.00%Escalera 1743.48 1743.48 0.00%

MODULO 03 36037.71 22.53% 4590.9156 31446.7944 12.74%ADM-A 19768.14 19768.14 0.00%

Zapatas 1395.36 1395.36 0.00%Columnas 7180.92 4590.92 2590.0044 63.93%Vigas 5264.28 5264.28 0.00%Losa Aligerad 5215.05 5215.05 0.00%

OBRA : MEJORAMIENTO DEL SERVICIO DE EDUCACIÓN UNIVERSITARIA EN LA ESCUELA DE FORMACION PROFESIONAL DE INGENIERIA CIVIL DE LA UNIVERSIDAD NACIONAL SAN CRISTOBAL DE HUAMANGA, DISTRITO DE AYACUCHO, PROVINCIA DE HUAMANGA - REGION AYACUCHO

DISTRIBUCION DE ACERO TOTAL DE OBRA POR MODULO

FECHA: 06/05/2015MODULO CANTIDAD(Kg) % PARTICIP HABILITADO FALTANTE %HABILIT.

OBRA : MEJORAMIENTO DEL SERVICIO DE EDUCACIÓN UNIVERSITARIA EN LA ESCUELA DE FORMACION PROFESIONAL DE INGENIERIA CIVIL DE LA UNIVERSIDAD NACIONAL SAN CRISTOBAL DE HUAMANGA, DISTRITO DE AYACUCHO, PROVINCIA DE HUAMANGA - REGION AYACUCHO

Ctas y Vgtas 568.62 568.62 0.00%Muros Albañ 143.91 143.91 0.00%

ADM-B 16269.57 16269.57 0.00%Zapatas 830.7 830.7 0.00%Columnas 7610.85 7610.85 0.00%Vigas 3777.3 3777.3 0.00%Losa Aligerad 3401.91 3401.91 0.00%Ctas y Vgtas 522.45 522.45 0.00%Muros Albañ 126.36 126.36 0.00%

ESC MOD ADM (A-B) 3763.35 2.35% 0 3763.35 0.00%Zapatas 115.2 115.2 0.00%Mros y Col 1834.92 1834.92 0.00%Vigas 444.15 444.15 0.00%Escalera 1369.08 1369.08 0.00%

MODULO 04 15236.64 9.52% 6876.894 8359.746 45.13%Finalizado Zapatas 749.52 1122.10 -372.58 149.71%Finalizado Mros y Col 5489.37 5754.794 -265.424 104.84%

Vigas 4561.02 4561.02 0.00%Losa Aligerad 3681.81 3681.81 0.00%Ctas y Vgtas 608.67 608.67 0.00%Muros Albañ 146.25 146.25 0.00%

MODULO 05 15037.2 9.40% 8075.5608 6961.6392 53.70%Finalizado Zapatas 806.4 831.808 -25.408 103.15%Finalizado Columnas 10044.54 7243.753 2800.7872 72.12%

Vigas 1892.25 1892.25 0.00%Ctas y Vgtas 2008.26 2008.26 0.00%Muros Albañ 285.75 285.75 0.00%

PORTADA INGRESO 719.73 0.45% 0 719.73 0.00%Zapatas 72 72 0.00%Columnas 332.01 332.01 0.00%Vigas 265.32 265.32 0.00%Ctas y Vgtas 36.36 36.36 0.00%Muros Albañ 14.04 14.04 0.00%

TANQUE ELEVADO 776.88 0.49% 0 776.88 0.00%TANQUE CISTERNA 1568.70 0.98% 0 1568.7 0.00%

159970.50

CONTROL DE RENDIMIENTO EN ACEROSACTIVIDAD: ARMADO DE ACERO

Rendimiento: 300KG/DIA (1 Op+ 1 Of+ 0.1 Cap)

UBICACIÓN FECHACUADRILLA

ELEMENTO P(kg) HORA DE TRABAJOCap. Op. Of. Peón HORA (INICIO) HORA (FIN) HORA (INICIO) (HORA FIN) TIEMPO (TRABAJO)

MOD 1-1 4/13/2015 1 1 1C-2

855.60576 7:30am 12:00m 1:00pm 5:00pm 8.50 805.282.4

MOD 1-1 4/13/2015 1 1 C-2 C-4 C-P 454.04392 7:30am 12:00m 1:00pm 5:00pm 8.50 427.340.05 3 1

MOD 1-1 4/13/2015 1 1 C-1 842.34828 7:30am 12:00m 1:00pm 5:00pm 8.50 792.802.05A.C.U: 1857.14 KG/DIA Ʃ 2025.41

MOD 1-2 4/14/2015 1 1C-2 C-2 C-2

873.43088 7:30am 12:00m 1:00pm 5:00pm 8.50 822.050.95 1 0.5

MOD 1-2 4/14/2015 1 2C-1 C-3 C-2

1114.2106 7:30am 12:00m 1:00pm 5:00pm 8.50 1048.670.95 2 0.7

MOD 1-2 4/14/2015 1 1 1C-1 C-1

924.5286 7:30am 12:00m 1:00pm 5:00pm 8.50 870.142 0.25

A.C.U: 1857.14 KG/DIA Ʃ 2740.87

MOD 2-3 4/15/2015 1 2C-2 C-2 C-3(3) C-1(3)

958.3006 7:30am 12:00m 1:00pm 5:00pm 8.50 901.930.3 1 2 0.05

MOD 2-3 4/15/2015 1 1C-2 C-2 C-2(3)

855.60576 7:30am 12:00m 1:00pm 5:00pm 8.50 805.280.5 1 0.9

MOD 2-3 4/15/2015 1 1 1C-1 C-1 C-1(3)

1129.9794 7:30am 12:00m 1:00pm 5:00pm 8.50 1063.510.75 1 1

A.C.U: 2000.00 KG/DIA Ʃ 2770.72

MOD 3 4/16/2015 1 1C-1 C-1

801.25812 7:30am 12:00m 1:00pm 5:00pm 8.50 754.130.95 1

MOD 3 4/16/2015 1 1C-2 C-2

142.60096 9:40am 10:50m 4:10pm 5:00pm 1.99 573.270.1 0.3

MOD 3 4/16/2015 1 1 1C-2 C-4

376.52632 9:40am 10:50m 3:00pm 5:00pm 3.16 953.231 0.2

A.C.U: 1857.14 KG/DIA Ʃ 2280.63

MOD-3 4/17/2015 1 2C-2 C-2

517.85232 7:30am 11:30am 4.00 1035.701 0.3

MOD-3 4/17/2015 1 1C-2 C-4

349.67128 7:30am 11:30am 4.00 699.340.7 1

MOD-3 4/17/2015 1 1C-4 C-4

180.21528 7:30am 11:30am 4.00 360.430.8 1

A.C.U: 2000.00 KG/DIA Ʃ 2095.48

Ʃ 0.00

RENDIMIENTO (KG/DIA)






Observacion: El descenso en el rendimiento de los trabajadores es debido a que no se encontraron al 100% abocados a su funcion pues , se encotraron apoyando directamente en el izamiento de las columnas.

13-Apr 14-Apr 15-Apr 16-Apr 17-Apr0

50

100

150

200

250

300

350

400

450

500

327.21

442.79415.40

368.44

314.16

CONTROL DE RENDIMIENTO PARA ACERO DE REFUERZO (300KG/DIA)






MOD 2B 4/20/2015 1 2C-6 C-6

782.02296 7:30am 12:00m 1:00pm 5:00pm 8.50 736.023 0.6

MOD 2B 4/20/2015 1 1C-5

77.5776 7:30am 8:30am 1:00pm 5:00pm 1.00 620.620.3

MOD 2B 4/20/2015 1 1 1C-4

258.592 1:00pm 5:00pm 4.00 517.181

1118.1926 A.C.U: 2000 KG/DIA Ʃ 1873.83

MOD 2B 4/21/2015 1 1C-6 C-5 C-5

526.49784 7:30am 12:00m 1:00pm 2:00pm 5.50 765.820.4 1 0.7

MOD 2B/2A 4/21/2015 1 1C-5 C-5 C-1

737.94896 7:30am 12:00m 1:00pm 5:00pm 8.50 694.540.7 1 0.6

MOD 1 4/21/2015 1 1 1Z-1 Z-2 Z-3

612.32 7:30am 10:30am 4:00pm 5:00pm 5.00 979.715 7 3

1876.7668 A.C.U: 2000 KG/DIA Ʃ 2440.07

MOD 2B 4/22/2015 1 2C-5 C-3 C-3

581.26008 9:00am 9:30am 11:30am 5;00pm 6.00 775.010.3 1 0.8

MOD 2A 4/22/2015 1 1C-1 C-1 C-1

1143.6465 7:30am 10:30am 11:00am 5:00pm 8.00 1143.650.4 1 0.9

MOD 1/2A 4/22/2015 1 1 1Z-1 Z-2 C-2

491.68722 9:00am 9:30am 11:30am 5;00pm 6.00 655.583 7 0.1

2216.5938 A.C.U: 2000 KG/DIA Ʃ 2574.24

MOD 2A 4/23/2015 1 1C-3 C-3 C-3

615.61192 10:00am 12:00m 1:00pm 3:30pm 4.50 1094.420.2 1 1

MOD 2A 4/23/2015 1 1C-1 C-1 C-2

859.21834 7:30am 12:00m 1:00pm 4:00pm 7.50 916.500.1 1 0.9

MOD 2A 4/23/2015 1 1C-2 C-2 C-2

693.9044 7:30am 12:00m 1:00pm 5:00pm 8.50 653.090.9 1 0.1

2168.7347 A.C.U: 1714.28 KG/DIA Ʃ 2664.01

MOD 2A 4/24/2015 1 2C-3

279.8236 3:00pm 5:00pm 2.00 1119.291

MOD 2A 4/24/2015 1 1 1C-2 C-2

346.9522 7:30am 10:30m 2:30pm 5:00pm 5.50 504.660.1 0.9

MOD 2A 4/24/2015 1 1C-2 C-2

329.60459 7:30am 8:30am 3:00pm 5:00pm 3.00 878.950.9 0.05

956.38039 A.C.U: 2000 KG/DIA Ʃ 2502.90

MOD 2A 4/25/2015 1 1 1C-2 C-2

381.64742 7:30am 9:30m 11:00am 1:00pm 4.00 763.290.1 1

MOD 2A 4/25/2015 1 1C-2

121.43327 11:30am 1:00pm 1.50 647.640.35

503.08069 A.C.U: 2000 KG/DIA Ʃ 1410.94






MOD 2A/5 4/27/2015 1 1C-3 C-2/5 C-2/5

759.143 7:30am 12:00m 1:00pm 5:00pm 8.50 714.491 1 0.1

MOD 1/5 4/27/2015 1 1 1Z-M MR-1 C-1/5

532.508 7:30am 12:00m 1:00pm 5:00pm 8.50 501.181 1 0.3

MOD 2A/5 4/27/2015 1 1C-2 C-2/5

639.3 7:30am 12:00m 1:00pm 5:00pm 8.50 601.690.6 1

1930.951 A.C.U: 2000 KG/DIA Ʃ 1817.37

MOD 5/1 4/28/2015 1 1C-2/5 Z-1/1

514.167 7:30am 10:30am 4:30pm 5:00pm 4.00 1028.330.9 3

MOD 5/1 4/28/2015 1 1 1C-1/5 C-1/5 Z-M MR-1

544.702 7:30am 10:30am 4:30pm 5:00pm 4.00 1089.400.7 0.3 1 0.3

MOD 5 4/28/2015 1 1C-2/5

215.565 7:30am 10:30am 3.50 492.720.5

1274.434 A.C.U: 2000 KG/DIA Ʃ 2610.46

MOD 1/5 4/29/2015 1 2Z-1 Z-2 C-2/5

804 7:30am 11:00am 3:30pm 6:00pm 6.50 989.541 7 1

MOD 5/1 4/29/2015 1 1 1C-1/5 MR-1

500.99 7:30am 12:00m 1:00pm 2:00pm 4.50 890.650.7 0.7

MOD 5 4/29/2015 1 1C-2 C-2

344.904 7:30am 11:00am 3.50 788.350.5 0.3

1649.894 A.C.U: 2000 KG/DIA Ʃ 2668.54

MOD 5/2 4/30/2015 1 2Z-4/2 Z-5/2 Z-6/2

247.64 2:30pm 4:30pm 2.00 990.562 4 3

MOD 5/1 4/30/2015 1 1 1C-1/5 Z-M MR-1

614.53 7:30am 12:00m 1:00pm 4:30pm 8.00 614.531 1 0.5

MOD 5/1 4/30/2015 1 1C-2/5 C-4/1 C-4*/1 C-4*/1

616.696 7:30am 10:30am 1:00pm 4:30pm 8.00 616.700.7 1 1 0.5

1478.866 A.C.U: 2000 KG/DIA Ʃ 2221.79






MOD 2 4/4/2015 1 1Z-1/2 Z-2/2 Z-3/2

730.74 7:30am 12:00m 1:00pm 2:00pm 5.50 1062.897 6 3

MOD 1 4/4/2015 1 1MR-1

174.57 7:30am 12:00m 4.50 310.350.5

MOD 5/1 4/4/2015 1 1C-4*/1

71.595 7:30am 8:30am 1.00 572.760.5

976.905 Ʃ 1946.00

MOD 5 4/5/2015 1 1C-2 C-2

646.695 9:30am 12:00m 1:00pm 5:00pm 6.50 795.931 0.5

MOD 5 4/5/2015 1 1 1C-1 C-1

549.84 9:30am 12:00m 1:00pm 5:00pm 6.50 676.731 0.5

MOD 5 4/5/2015 1 1C-2 C-2

646.695 9:30am 12:00m 1:00pm 5:00pm 6.50 795.931 0.5

1843.23 Ʃ 2268.59

MOD 5 4/6/2015 1 1 1C-2 C-2 C-1

797.69 7:30am 12:00m 1:00pm 5:00pm 8.50 750.770.5 0.5 1

MOD 5 4/6/2015 1 1 1C-1 C-1 C-1

769.776 7:30am 12:00m 1:00pm 5:00pm 8.50 724.500.5 1 0.6

1567.466 Ʃ 1475.26

MOD 3 4/7/2015 1 2C-3 C-3

453.5895 1:00pm 5:00pm 4.00 907.181 0.05

MOD 3,5 4/7/2015 1 1C-1/5 C-1 C-1

846.794 7:30am 9:00am 1:00pm 5:00pm 5.50 1231.700.4 1 0.5

MOD 5 4/7/2015 1 1Z-1 Z-2

430.22 9:00am 12:00m 1:00pm 5:00pm 7.00 491.688 3

1730.6035 Ʃ 2630.56

MOD 3 4/8/2015 1 2C-3 C-3 C-2

949.9485 7:30am 10:30am 1:00pm 5:00pm 7.00 1085.660.95 1 0.4

MOD 3 4/8/2015 1 1 1C-1 C-1 C-1

1213.628 7:30am 12:00m 1:00pm 5:00pm 8.50 1142.240.5 2 0.1

MOD 5 4/8/2015 1 1Z-2

401.66 7:30am 9:00am 1:00pm 5:00pm 5.50 584.237

2565.2365 Ʃ 2812.13

MOD 3 4/9/2015 1 2C-2 C-4

7:30am 10:30am 1:00pm 5:00pm 7.00 0.000.6 0.4

MOD 3 4/9/2015 1 1 1C-1 C-1

7:30am 12:00m 1:00pm 5:00pm 8.50 0.000.5 1

MOD 3 0/04/2015 1 1C-1

7:30am 9:00am 1:00pm 5:00pm 5.50 0.001

0 Ʃ 0.00

C-1 C-2410.9016 356.50

CUAD-1

CUAD-2

CUAD-3

CUAD-2

CUAD-3

CUAD-1

C-1 C-2410.9016 356.50

MOD 2BC-4 C-5

258.592 258.592

C-1 C-2497.2376 346.9522

C-1 C-2497.2376 346.9522

C-1 C-2410.9016 356.50

C-3 C-2/5279.8236 486.387

C-1/5 C-2418.102 346.9522





MOD 1-1 4/13/2015 1 1 1C-2

855.60576 7:30am 12:00m 1:00pm 5:00pm 8.50 805.282.4

MOD 1-1 4/13/2015 1 1 C-2 C-4 C-P 454.04392 7:30am 12:00m 1:00pm 5:00pm 8.50 427.340.05 3 1

MOD 1-1 4/13/2015 1 1 C-1 842.34828 7:30am 12:00m 1:00pm 5:00pm 8.50 792.802.05A.C.U: 1857.14 KG/DIA Ʃ 2025.41

MOD 1-2 4/14/2015 1 1C-2 C-2 C-2

873.43088 7:30am 12:00m 1:00pm 5:00pm 8.50 822.050.95 1 0.5

MOD 1-2 4/14/2015 1 2C-1 C-3 C-2

1114.2106 7:30am 12:00m 1:00pm 5:00pm 8.50 1048.670.95 2 0.7

MOD 1-2 4/14/2015 1 1 1C-1 C-1

924.5286 7:30am 12:00m 1:00pm 5:00pm 8.50 870.142 0.25

A.C.U: 1857.14 KG/DIA Ʃ 2740.87

MOD 2-3 4/15/2015 1 2C-2 C-2 C-3(3) C-1(3)

958.3006 7:30am 12:00m 1:00pm 5:00pm 8.50 901.930.3 1 2 0.05

MOD 2-3 4/15/2015 1 1C-2 C-2 C-2(3)

855.60576 7:30am 12:00m 1:00pm 5:00pm 8.50 805.280.5 1 0.9

MOD 2-3 4/15/2015 1 1 1C-1 C-1 C-1(3)

1129.9794 7:30am 12:00m 1:00pm 5:00pm 8.50 1063.510.75 1 1

A.C.U: 2000.00 KG/DIA Ʃ 2770.72

MOD 3 4/16/2015 1 1C-1 C-1

801.25812 7:30am 12:00m 1:00pm 5:00pm 8.50 754.130.95 1

MOD 3 4/16/2015 1 1C-2 C-2

142.60096 9:40am 10:50m 4:10pm 5:00pm 1.99 573.270.1 0.3

MOD 3 4/16/2015 1 1 1C-2 C-4

376.52632 9:40am 10:50m 3:00pm 5:00pm 3.16 953.231 0.2

A.C.U: 1857.14 KG/DIA Ʃ 2280.63

MOD-3 4/17/2015 1 2C-2 C-2

517.85232 7:30am 11:30am 4.00 1035.701 0.3

MOD-3 4/17/2015 1 1C-2 C-4

349.67128 7:30am 11:30am 4.00 699.340.7 1

MOD-3 4/17/2015 1 1C-4 C-4

180.21528 7:30am 11:30am 4.00 360.430.8 1

A.C.U: 2000.00 KG/DIA Ʃ 2095.48

Ʃ 0.00







Observacion: El descenso en el rendimiento de los trabajadores es debido a que no se encontraron al 100% abocados a su funcion pues , se encotraron apoyando directamente en el izamiento de las columnas.






MOD 2B 4/20/2015 1 2C-6 C-6

817.2 7:30am 12:00m 1:00pm 5:00pm 8.50 769.133 0.6

MOD 2B 4/20/2015 1 1C-5

78.03 7:30am 8:30am 1:00pm 5:00pm 1.00 624.240.3

MOD 2B 4/20/2015 1 1 1C-4

260.1 1:00pm 5:00pm 4.00 520.201

1155.33 A.C.U: 2000 KG/DIA Ʃ 1913.57

MOD 2B 4/21/2015 1 1C-6 C-5 C-5

532.97 7:30am 12:00m 1:00pm 2:00pm 5.50 775.230.4 1 0.7

MOD 2B/2A 4/21/2015 1 1C-5 C-5 C-1

713.31 7:30am 12:00m 1:00pm 5:00pm 8.50 671.350.7 1 0.6

MOD 1 4/21/2015 1 1 1Z-1 Z-2 Z-3

648.51 7:30am 10:30am 4:00pm 5:00pm 5.00 1037.625 7 3

1894.79 A.C.U: 2000 KG/DIA Ʃ 2484.20

MOD 2B 4/22/2015 1 2C-5 C-3 C-3

603.81 9:00am 9:30am 11:30am 5;00pm 6.00 805.080.3 1 0.8

MOD 2A 4/22/2015 1 1C-1 C-1 C-1

1039.37 7:30am 10:30am 11:00am 5:00pm 8.00 1039.370.4 1 0.9

MOD 1/2A 4/22/2015 1 1 1Z-1 Z-2 C-2

483.19 9:00am 9:30am 11:30am 5;00pm 6.00 644.253 7 0

2126.37 A.C.U: 2000 KG/DIA Ʃ 2488.70

MOD 2A 4/23/2015 1 1C-3 C-3 C-3

642.62 10:00am 12:00m 1:00pm 3:30pm 4.50 1142.440.2 1 1

MOD 2A 4/23/2015 1 1C-1 C-1 C-2

819.2 7:30am 12:00m 1:00pm 4:00pm 7.50 873.810.1 1 0.9

MOD 2A 4/23/2015 1 1C-2 C-2 C-2

715.8 7:30am 12:00m 1:00pm 5:00pm 8.50 673.690.9 1 0.1

2177.62 A.C.U: 1714.28 KG/DIA Ʃ 2689.94

MOD 2A 4/24/2015 1 2C-3

292.1 3:00pm 5:00pm 2.00 1168.401

MOD 2A 4/24/2015 1 1 1C-2 C-2

357.9 7:30am 10:30m 2:30pm 5:00pm 5.50 520.580.1 0.9

MOD 2A 4/24/2015 1 1C-2 C-2

340.005 7:30am 8:30am 3:00pm 5:00pm 3.00 906.680.9 0.05

990.005 A.C.U: 2000 KG/DIA Ʃ 2595.66

MOD 2A 4/25/2015 1 1 1C-2 C-2

357.9 7:30am 9:30m 11:00am 1:00pm 4.00 715.800.1 0.9

MOD 2A 4/25/2015 1 1C-2

143.16 11:30am 1:00pm 1.50 763.520.4






501.06 A.C.U: 2000 KG/DIA Ʃ 1479.32






MOD 2A/5 4/27/2015 1 1C-3 C-2/5 C-2/5

785.901 7:30am 12:00m 1:00pm 5:00pm 8.50 739.671 1 0.1

MOD 1/5 4/27/2015 1 1 1Z-M MR-1 C-1/5

540.219 7:30am 12:00m 1:00pm 5:00pm 8.50 508.441 1 0.3

MOD 2A/5 4/27/2015 1 1C-2 C-2/5

655.09 7:30am 12:00m 1:00pm 5:00pm 8.50 616.560.6 1

1981.21 A.C.U: 2000 KG/DIA Ʃ 1864.67

MOD 5/1 4/28/2015 1 1C-2/5 Z-1/1

537.099 7:30am 10:30am 4:30pm 5:00pm 4.00 1074.200.9 3

MOD 5/1 4/28/2015 1 1 1C-1/5 C-1/5 Z-M MR-1

464.88 7:30am 10:30am 4:30pm 5:00pm 4.00 929.760.7 0.3 1 0.3

MOD 5 4/28/2015 1 1C-2/5

224.455 7:30am 10:30am 3.50 513.040.5

1226.434 A.C.U: 2000 KG/DIA Ʃ 2517.00

MOD 1/5 4/29/2015 1 2Z-1 Z-2 C-2/5

843.41 7:30am 11:00am 3:30pm 6:00pm 6.50 1038.041 7 1

MOD 5/1 4/29/2015 1 1 1C-1/5 MR-1

510.685 7:30am 12:00m 1:00pm 2:00pm 4.50 907.880.7 0.7

MOD 5 4/29/2015 1 1C-2 C-2

359.128 7:30am 11:00am 3.50 820.860.5 0.3

1713.223 A.C.U: 2000 KG/DIA Ʃ 2766.79

MOD 2 4/30/2015 1 2Z-4/2 Z-5/2 Z-6/2

247.64 7:30am 12:00m 1:00pm 4:30pm 8.00 247.642 4 3

MOD 5/1 4/30/2015 1 1 1C-1/5 Z-M MR-1

637.24 7:30am 12:00m 1:00pm 4:30pm 8.00 637.241 1 0.5

MOD 5/1 4/30/2015 1 1C-2/5 C-4/1 C-4*/1 C-4*/1

622.687 7:30am 10:30am 1:00pm 4:30pm 8.00 622.690.7 1 1 0.5

1507.567 A.C.U: 2000 KG/DIA Ʃ 1507.57

6428.4341901.16

1013.3041318.7231179.8775413.064

1015.37






MOD 2 4/4/2015 1 1Z-1/2 Z-2/2 Z-3/2

730.74 7:30am 12:00m 1:00pm 2:00pm 5.50 1062.897 6 3

MOD 1 4/4/2015 1 1MR-1

172.36 7:30am 12:00m 4.50 306.420.5

MOD 5/1 4/4/2015 1 1C-4*/1

71.15 7:30am 8:30am 1.00 569.200.5

974.25 Ʃ 1938.51

MOD 5 4/5/2015 1 1C-2 C-2

673.365 9:30am 12:00m 1:00pm 5:00pm 6.50 828.761 0.5

MOD 5 4/5/2015 1 1 1C-1 C-1

577.245 9:30am 12:00m 1:00pm 5:00pm 6.50 710.461 0.5

MOD 5 4/5/2015 1 1C-2 C-2

673.365 9:30am 12:00m 1:00pm 5:00pm 6.50 828.761 0.5

1923.975 Ʃ 2367.97

MOD 5 4/6/2015 1 1 1C-2 C-2 C-1

833.74 7:30am 12:00m 1:00pm 5:00pm 8.50 784.700.5 0.5 1

MOD 5 4/6/2015 1 1 1C-1 C-1 C-1

808.143 7:30am 12:00m 1:00pm 5:00pm 8.50 760.610.5 1 0.6

1641.883 Ʃ 1545.30

MOD 3 4/7/2015 1 2C-3 C-3

470.7255 1:00pm 5:00pm 4.00 941.451 0.05

MOD 3,5 4/7/2015 1 1C-1/5 C-1 C-1

882.887 7:30am 9:00am 1:00pm 5:00pm 5.50 1284.200.4 1 0.5

MOD 5 4/7/2015 1 1Z-1 Z-2

430.22 9:00am 12:00m 1:00pm 5:00pm 7.00 491.688 3

1783.8325 Ʃ 2717.33

MOD 3 4/8/2015 1 2C-3 C-3 C-2

983.8365 7:30am 10:30am 1:00pm 5:00pm 7.00 1124.380.95 1 0.4

MOD 3 4/8/2015 1 1 1C-1 C-1 C-1

1263.522 7:30am 12:00m 1:00pm 5:00pm 8.50 1189.200.5 2 0.1

MOD 5 4/8/2015 1 1Z-2

401.66 7:30am 9:00am 1:00pm 5:00pm 5.50 584.237

2649.0185 Ʃ 2897.81






ZAPATAS COLUMNAS730.74 7410.34430.22 8972.96401.661562.6

C-1 C-2410.9016 356.50

CUAD-1

CUAD-2

CUAD-3

CUAD-2

CUAD-3

CUAD-1

C-1 C-2410.9016 356.50

MOD 2BC-4 C-5

260.1 260.1

C-1 C-2451.9 357.9

C-1 C-2451.9 357.9

CONTROL DE RENDIMIENTO EN ACEROS

ACTIVIDAD: ARMADO DE ACEROS PARA ZAPATAS


ELEMENTO P(kg)HORA DE TRABAJO

Cap. Op. Of. Peón HORA (INICIO) HORA (FIN) HORA (INICIO) (HORA FIN) TIEMPO (TRABAJO)

MOD 4 4/17/2015 2 3 3Z-4 Z-5 Z-M

348.8648 2:00PM 5:00pm 2.00 1395.460.6 0.6 1

A.C.U: 1857.14 KG/DIA Ʃ 1395.46


Observacion: El bajo rendimiento mostrado es debido a que los trabajaodres no se encontraron al 100% abocado a su funcion pues , se encotraron apoyando directamente al izamiento de las columnas.

17-Apr0

50

100

150

200

250

225.44

CONTROL DE RENDIMIENTO PARA ACERO DE REFUERZO (300KG/DIA)

Ʃ 0.00

MOD-3 4/17/2015 1 2C-2 C-2

0 7:30am 11:30am 4.00 0.001 0.3

MOD-3 4/17/2015 1 1C-2 C-4

0 7:30am 10:30am 3.00 0.000.7 1

MOD-3 4/17/2015 1 1C-4 C-4

0 7:30am 10:30am 3.00 0.000.8 1

A.C.U: 2000.00 KG/DIA Ʃ 0.00

Z-1 Z-2

45.82 39.17

CUAD-2

CUAD-3

CUAD-1

METRADO DE ACEROS EN COLUMNAS (MODULO 1)

COLUMNA φ CANT. L(m) kg/m Parcial(kg) (kg)/# Col # Col Total(kg)

C-1 (L) long=9mLongitudinal 5/8´´ 7 9 1.6 100.8

5/8´´ 8 8 1.6 102.43/4´´ 4 9 2.25 813/4´´ 1 8 2.25 18

Estribos 3/8´´ 49 3.76 0.59 108.70410.90 4 1643.606

C-2(T) long=9mLongitudinal 5/8´´ 5 9 1.6 72

5/8´´ 8 8 1.6 102.43/4´´ 4 9 2.25 81

Estribos 3/8´´ 51 3.36 0.59 101.102356.50 5 1782.512

C-3(Rec) long=9mLongitudinal 5/8´´ 2 9 1.6 28.8

5/8´´ 6 8 1.6 76.83/4´´ 4 9 2.25 81

Estribos 3/8´´ 51 1.68 0.59 50.55237.15 2 474.302

C-4(Circ) Longitudinal 5/8´´ 8 6.05 1.6 77.44

Estribos 3/8´´ 31 1.24 0.59 22.680100.12 3 300.359

C-4*(Circ)Longitudinal 5/8´´ 4 9 1.6 57.6Longitudinal 5/8´´ 4 8 1.6 51.2

Estribos 3/8´´ 47 1.24 0.59 34.385143.19 2 286.370

C-MUROLongitudinal 5/8´´ 20 2.44 1.6 78.08Longitudinal 1/2´´ 64 2.48 1 158.72Transversal 3/8´´ 20 8.88 0.59 104.784

burros 3/8´´ 20 0.64 0.59 7.552 349.14 1 349.136COLUMNETA

TOTAL(Kg) 4836.286

METRADO(kg)Descripción EXPTE GABINETE OBRA

15,993.99 160379.87 13735.878Diferencia -2258.112 -146644 ---

% 85.88 8.56 ---

mientras que para lo considerado en Obra solo los aceros correspondiente a las columnasObs: Para el metrado que corresponde al Expediente y Gabiente se considero los aceros del ´´Muro de Corte´´

LT

TOT 1 TOT 2 TOT 3

756768432 ACERO INGRESADO EN OBRA HASTA 12/04/15

96 φ L(m) %Desp(7.5%)2210.88 3/8´´ 6252.2 468.915

4 1643.61 4 1643.61 4 1643.61 1/2´´ 476.16 35.7125/8´´ 4112.2 308.415

675 3/4´´ 1284 96.3960 1´´ 0 0540

2570.45 1782.51 5 1782.512 5 1782.51

108288216

514.082 474.30 2 474.3024 2 474.302

338.8269.08

3 300.36 1 100.1196 3 300.359

7264

116.562 286.37

146.4476.16

532.81 349.14 1 349.136 1 349.136 38.4

4836.29 4349.68 4549.92

REALIZADO 1

REALIZADO 2

REALIZADO 3

ACERO INGRESADO EN OBRA HASTA 12/04/15Cant P(kg)

746.7956.87

491.18153.37

0.00Ʃ(kg): 0

METRADO DE ACEROS EN ZAPATAS (MODULO 1)

ZAPATA φ CANT. L(m) kg/m Parcial(kg) kg/# Zap # Zap Total(kg)Z-1

Longitudinal 5/8´´ 9 1.46 1.6 21.02Transversal 5/8´´ 9 1.46 1.6 21.024

42.05 12 504.576Z-2


47.26 21 992.544Z-3

Longitudinal 5/8´´ 7 1.06 1.6 11.87

Transversal 5/8´´ 7 1.06 1.6 11.87223.74 9 213.696

Z-muroLongitudinal 1/2´´ 5 8.66 1 43.30Transversal 1/2´´ 35 0.86 1 30.1

73.40 3 220.200TOTAL(kg): 1931.016

METRADO (kg)Desp EXPTE GABINETE OBRA

749.52 750.42 1931.02Diferencia 1181.496 1180.596 ---

% 257.63 257.32

mientras que para lo considerado en Obra solo se considero las zapatas correspondiente a las columnasObs: Para el metrado que corresponde al Expediente y Gabiente se considero las zapatas del muro denominados ¨Zapata Muro¨

REALIZ 1 TOTAL1 REALIZ 2 TOTAL2 REALIZ 3 TOTAL3157.68157.68

4 168.19 4 168.19 4 168.19 ACERO INGRESADO EN OBRA HASTA 12/04/15φ L(m)

306.6 3/8´´313.74 1/2´´ 220.2

7 330.85 7 330.85 7 330.85 5/8´´ 1069.263/4´´

66.78 1´´66.78

3 71.23 3 71.23 3 71.23

129.990.3

1 73.40 1 73.40 1 73.40643.67 643.67 643.67

: Para el metrado que corresponde al Expediente y Gabiente se considero las zapatas del muro denominados ¨Zapata Muro¨

ACERO INGRESADO EN OBRA HASTA 12/04/15%Desp(7.5%) Cant P(kg)

16.51 26.3080.19 127.72

Ʃ(kg): 0


COLUMNA φ CANT. L(m) kg/m Parcial(kg) (kg)/# Col # Col Total(kg)

C-4 (CRUZ) Longitudinal 5/8´´ 8 8.38 1.6 107.264

5/8´´ 4 7.38 1.6 47.2321/2´´ 4 7.38 1 29.52

Estribos 3/8´´ 40 3.16 0.59 74.58258.59 1 258.592

C-5(L) Longitudinal 5/8´´ 8 8.38 1.6 107.264

5/8´´ 4 7.38 1.6 47.2321/2´´ 4 7.38 1 29.52

Estribos 3/8´´ 40 3.16 0.59 74.576258.59 4 1034.368

C-6(T) Longitudinal 5/8´´ 7 8.38 1.6 93.856

5/8´´ 3 7.38 1.6 35.4241/2´´ 3 7.38 1 22.14

Estribos 3/8´´ 39 2.86 0.59 65.81217.23 4 868.914

AULASC-1Longitudinal 3/4´´ 5 8.79 2.25 98.8875

3/4´´ 3 7.79 2.25 52.58253/4´´ 2 6.44 2.25 28.985/8´´ 4 8.79 1.6 56.2565/8´´ 6 7.79 1.6 74.7845/8´´ 6 6.44 1.6 61.824

Estribos 3/8´´ 40 3.96 0.59 93.456466.77 4 1867.080

C-2Longitudinal 3/4´´ 3 8.79 2.25 59.33

3/4´´ 3 7.79 2.25 52.585/8´´ 5 8.79 1.6 70.325/8´´ 6 7.75 1.6 74.40

Estribos 3/8´´ 43 3.56 0.59 90.317346.95 8 2775.618

C-3Longitudinal 3/4´´ 4 8.79 2.25 79.11

3/4´´ 2 8.79 2.25 39.555/8´´ 6 7.79 1.6 74.785/8´´ 4 6.44 1.6 41.22

Estribos 3/8´´ 43 1.98 0.59 50.233284.90 4 1139.590

TOTAL(Kg) 7944.162


15,993.99 160379.87 7944.162Diferencia -8049.8276 -152435.71 ---

% 49.67 4.95 ---

mientras que para lo considerado en Obra solo los aceros correspondiente a las columnasObs: Para el metrado que corresponde al Expediente y Gabiente se considero los aceros del ´´Muro de Corte´´

LT

TOT 1

67.0429.5229.52 L DES(7.5%)126.4 3/8´´ 3276.96 245.772

1 258.59 0 0.00 0 0.00 1/2´´ 236.16 17.7125/8´´ 2301.76 172.632

268.16 3/4´´ 929.68 69.726118.08 1´´ 0 0118.08

505.64 1034.37 0 0 0 0

234.6488.5688.56

446.164 868.91 0 0 0 0

2161.87 baño

175.893.4851.52

140.64186.96154.56

633.64 1867.08 0 0 0 0

210.96186.96

351.6372

1224.648 2775.62

140.6470.32

186.96103.04340.56

4 1139.597944.16

5782.29 Aulas

REALIZADO 1

CANT391.4128.21

274.93111.05

0.00Ʃ(kg): 0




34.82 1 34.816Z-5


23.74 4 94.976Z-6


27.68 4 110.720BAÑO 240.512

AULASZ-1


59.01 7 413.056Z-2


37.25 6 223.488Z-3

Longitudinal 5/8´´ 8 1.26 1.6 16.13Transversal 5/8´´ 9 1.06 1.6 15.26 31.39 3 94.176

TOTAL(kg): 971.232


749.52 750.42 971.232Diferencia 221.712 220.812 ---

% 129.58 129.43


CONTEO 1 MTDO1 LT

10.88 ACERO INGRESADO EN OBRA HASTA 12/04/1510.88 φ L(m) %Desp(7.5%) Cant P(kg)

1 34.816 3/8´´ 0 0.001/2´´ 0 0.00

29.68 5/8´´ 607.02 45.5265 72.5129.68 3/4´´ 0 0 0.00

4 94.976 1´´ 0 0 0.00Ʃ(kg): 0

33.9235.28

4 110.720BAÑO 240.512

135.52122.64

7 413.056

70.0869.6

6 223.488

30.243 94.176 28.62

971.232 AULA 730.72


METRADO DE ACEROS EN COLUMNAS (MODULO3)

COLUMNA φ CANT. L(m) kg/m Parcial(kg) (kg)/# Col # Col Total(kg)C-1Longitudinal 3/4´´ 5 9 2.25 101.25

5/8´´ 2 8.3 1.6 26.565/8´´ 6 7 1.6 67.23/4´´ 7 8.3 2.25 130.7255/8´´ 4 9 1.6 57.6

Estribos 3/8´´ 44 4.16 0.59 107.9936491.33 6 2947.972

C-2Longitudinal 3/4´´ 4 9 2.25 81

5/8´´ 2 9 1.6 28.85/8´´ 6 8.3 1.6 79.68

Estribos 3/8´´ 43 3.96 0.59 100.47289.95 1 289.945

C-3Longitudinal 3/4´´ 7 9.00 2.25 141.75

3/4´´ 3 8.30 2.25 56.0255/8´´ 2 9.00 1.6 28.85/8´´ 5 8.30 1.6 66.45/8´´ 6 7.00 1.6 67.2

Estribos 3/8´´ 43 2.08 0.59 52.7696Estribos 3/8´´ 43 1.50 0.59 38.055

451.00 3 1352.999C-4

3BC-1Longitudinal 3/4´´ 5 8.79 2.25 98.8875

3/4´´ 3 7.79 2.25 52.58253/4´´ 2 6.44 2.25 28.985/8´´ 4 8.79 1.6 56.2565/8´´ 6 7.79 1.6 74.7845/8´´ 6 6.44 1.6 61.824

Estribos 3/8´´ 40 3.96 0.59 93.456466.77 0.000

C-2Longitudinal 3/4´´ 3 8.79 2.25 59.33

3/4´´ 3 7.79 2.25 52.585/8´´ 5 8.79 1.6 70.325/8´´ 6 7.75 1.6 74.40

Estribos 3/8´´ 43 3.56 0.59 90.317346.95 0 0.000

C-3Longitudinal 3/4´´ 4 8.79 2.25 79.11

3/4´´ 2 8.79 2.25 39.555/8´´ 6 7.79 1.6 74.785/8´´ 4 6.44 1.6 41.22

Estribos 3/8´´ 43 1.98 0.59 50.233284.90 0 0.000

TOTAL(Kg) 4590.916


15,993.99 160379.87 4590.916Diferencia -11403.0744 -155789 ---

% 28.70 2.86 ---

mientras que para lo considerado en Obra solo los aceros correspondiente a las columnas

TEORICOC-1Longitudinal 3/4´´ 12 8.5 2.25 229.5

5/8´´ 12 8.5 1.6 163.2Estribos 3/8´´ 38 4.16 0.59 93.2672

485.97 6 2915.803C-2Longitudinal 3/4´´ 4 8.5 2.25 76.5

5/8´´ 8 8.5 1.6 108.8Estribos 3/8´´ 38 3.96 0.59 88.78

274.08 1 274.083C-3Longitudinal 3/4´´ 10 8.50 2.25 191.25

5/8´´ 13 8.50 1.6 176.8Estribos 3/8´´ 38 2.08 0.59 46.634Estribos 3/8´´ 38 1.50 0.59 33.63

448.31 3 1344.9413B

C-1Longitudinal 3/4´´ 5 8.79 2.25 98.8875

3/4´´ 3 7.79 2.25 52.58253/4´´ 2 6.44 2.25 28.985/8´´ 4 8.79 1.6 56.2565/8´´ 6 7.79 1.6 74.7845/8´´ 6 6.44 1.6 61.824

Estribos 3/8´´ 40 3.96 0.59 93.456466.77 0.000

C-2Longitudinal 3/4´´ 3 8.79 2.25 59.33

3/4´´ 3 7.79 2.25 52.585/8´´ 5 8.79 1.6 70.325/8´´ 6 7.75 1.6 74.40

Estribos 3/8´´ 43 3.56 0.59 90.317346.95 0 0.000

C-3Longitudinal 3/4´´ 4 8.79 2.25 79.11

3/4´´ 2 8.79 2.25 39.555/8´´ 6 7.79 1.6 74.785/8´´ 4 6.44 1.6 41.22

Estribos 3/8´´ 43 1.98 0.59 50.233284.90 0 0.000

Obs: Para el metrado que corresponde al Expediente y Gabiente se considero los aceros del ´´Muro de Corte´´

LTTOT 1

27099.6

216 L DES(7.5%)1098.24 3/8´´ 1462.02 109.6515

6 2947.97 0 0.00 0 0.00 1/2´´ 534.12 40.0595/8´´ 687.3 51.5475

36 3/4´´ 0 018 1´´ 0 0

49.8170.28

1 289.95 0 0 0 0

18974.7

268.32193.5

3 1353.00 0 0 0 0

3A 4590.92

0000000

0 0.00 0 0 0 0

00000

0 0.00

00000

0 0.004590.92

0.00 3B

REALIZADO 1

CANT174.6363.8082.090.000.00

Ʃ(kg): 0

B B


COLUMNA φ CANT. L(m) kg/m Parcial(kg) (kg)/# Col # Col Total(kg) conteo 1C-1 (L) long=9m

Longitudinal 5/8´´ 8 9 1.6 115.23/4´´ 8 9 2.25 162

Estribos 3/8´´ 48 3.36 0.59 95.1552372.36 4 1489.421

C-2(T) long=9mLongitudinal 5/8´´ 6 9 1.6 86.4

3/4´´ 10 9 2.25 202.5

Estribos 3/8´´ 48 3.16 0.59 89.4912378.39 8 3027.130

C-3C(Rec) long=9mLongitudinal 5/8´´ 10 9 1.6 144

Estribos 3/8´´ 48 1.68 0.59 47.5776191.58 1 191.578

C-3B(Rec) long=5.4mLongitudinal 5/8´´ 10 5.4 1.6 86.4

Estribos 3/8´´ 26 1.68 0.59 25.77112.17 1 112.171

C-3A(Rec) long=4.60mLongitudinal 5/8´´ 10 4.6 1.6 73.6

Estribos 3/8´´ 23 1.68 0.59 22.8096.40 1 96.398

C-4(Rec) long=9.00mLongitudinal 5/8´´ 4 9 1.6 57.6

1/2´´ 4 9 1 36Estribos 3/8´´ 43 1.28 0.59 32.47

126.07 2 252.147

Muro de CorteLongitudinal 3/8´´ 30 9 0.59 159.3

3/8´´ 30 4.5 0.59 79.65Transversal 1/2´´ 100 3.47 1 347

585.95 1 585.950Columneta


3.93

TOTAL(Kg)= 5754.794


5489.37 5626.15 5754.794Diferencia 265.424 128.644 ---

% 104.84 102.29

mientras que para lo considerado en Obra solo los aceros correspondiente a las columnasObs: Para el metrado que corresponde al Expediente y Gabiente se considero los aceros del ´´´Muro de Concreto Armado´

L/und

288 ACERO INGRESADO EN OBRA HASTA 12/04/15288 φ L(m) %Desp(7.5%) Cant P(kg)

645.12 3/8´´ 2536.6 190.245 302.981/2´´ 419 31.425 50.055/8´´ 982 73.65 117.29

432 3/4´´ 1008 75.6 120.40720 1´´ 0 0 0.00

1213.44 Ʃ(kg): 0

9080.64

5443.68

4638.64

7272

110.08

270135347




45.82 2 91.648Z-2


39.17 1 39.168Z-3


29.70 8 237.568Z-4


230.21 2 460.416Z-5


206.40 1 206.400Z-MUROLongitudinal 3/8´´ 4 9 0.59 21.24Longitudinal 3/8´´ 4 4.5 0.59 10.62Transversal 1/2´´ 64 0.86 1 55.04 86.90 1 86.900

TOTAL(kg): 1122.100


749.52 750.42 1122.1Diferencia 372.58 371.68 ---

% 149.71 149.53


CONTEO 1 MTDO1 LT


2 91.648 3/8´´ 54 4.05 6.451/2´´ 55.04 4.128 6.57

12.24 5/8´´ 647 48.525 77.2812.24 3/4´´ 0 0 0.00

1 39.168 1´´ 0 0 0.00Ʃ(kg): 0

74.2474.24

8 237.568

136.8150.96

2 460.416

62.466.6

1 206.400

3618

1 86.900 55.041122.100


METRADO DE ACEROS EN COLUMNAS (MODULO5)

COLUMNA φ CANT. L(m) kg/m Parcial(kg) (kg)/# Col # Col Total(kg) conteo 1C-1 (L) long=9m

Longitudinal 3/4´´ 5 9 2.25 101.253/4´´ 3 7.6 2.25 51.305/8´´ 4 9 1.6 57.605/8´´ 6 7.6 1.6 72.96

Estribos 3/8´´ 34 4.16 0.59 83.45366.56 8 2932.477 8

C-2(T) long=9mLongitudinal 3/4´´ 6 9 2.25 121.50

5/8´´ 6 9 1.6 86.405/8´´ 11 7.6 1.6 133.76

Estribos 3/8´´ 34 4.46 0.59 89.47431.13 10 4311.276 10

MensulaLongitudinal 5/8´´ 3 3.25 1.6 15.60

Estribos 3/8´´ 1 1.14 0.59 0.67Estribos 3/8´´ 1 1.24 0.59 0.73Estribos 3/8´´ 1 1.34 0.59 0.79Estribos 3/8´´ 1 1.44 0.59 0.85Estribos 3/8´´ 4 1.69 0.59 3.99Estribos 3/8´´ 2 1.46 0.59 1.72

24.36 10 243.5567487.309 7243.7528


5489.37 5626.15 7243.753Diferencia 1754.3828 1617.6028 ---

% 131.96 128.75

mientras que para lo considerado en Obra solo los aceros correspondiente a las columnasObs: Para el metrado que corresponde al Expediente y Gabiente se considero los aceros del ´´´Muro de Concreto Armado´

L/und

360 ACERO INGRESADO EN OBRA HASTA 12/04/15182.4 φ L(m) %Desp(7.5%) Cant P(kg)

288364.8

1131.52 3/8´´ 2647.92 198.594 316.281/2´´ 0 0 0.005/8´´ 2028.8 152.16 242.33

540 3/4´´ 1082.4 81.18 129.29540836

1516.4 Ʃ(kg): 0

0 410 8 32800 480 10 48000 80800000




32.26 8 258.048Z-2


57.38 10 573.760

TOTAL(kg): 831.808


749.52 750.42 831.808Diferencia 82.288 81.388 ---

% 110.98 110.85


CONTEO 1 MTDO1 LT


8 258.048 3/8´´ 0 0.001/2´´ 0 0.00

176 5/8´´ 519.88 38.991 62.10182.6 3/4´´ 0 0 0.00

10 573.76 1´´ 0 0 0.00Ʃ(kg): 0

831.808


contro gio acero_.xlsx

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