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CONTROL DE LA CANTIDAD DE ACERO UTILIZADO(16/04/15) Nro Descripción Und Cantidad Descripcion detallada 1.0 Acero E.T ton 157.44 ntidad de total de acero requerida en el Expe 2.0 Acero E.Gab ton 160.38 tidad de total de acero requerida por el calc 3.0 Acero.R.O ton 36117 Cantidad de total de acero recepcionada 4.0 Acero.H.E.O ton 30.62 Cantidad de total de acero habilitado a pi 5.0 Acero Desp. ton 2.297 Cantidad de desperdicio de acero(7. 22.94% 77.06% RECEPCION DE ACERO RESPECTO A LA CANTIDAD ESPECIFICADA EN EL EXPEDIENTE TECNICO (157.44 ton) Acero.R.O Faltante 22.52% 77.48% RECEPCION DE ACERO DEL RESPECTO AL CANTIDAD ESTABLECIDA ENGABINETE (160.38 ton) Acero.R.O Faltante 85% 6% 9% CANTIDAD DE ACERO UTILIZADO EN OBRA DEL TOTAL RECEPCIONADO (36.12 ton) Acero.H.E.O Desperdicio Faltante

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CONTROL1CONTROL DE LA CANTIDAD DE ACERO UTILIZADO(16/04/15)

NroDescripcinUndCantidadDescripcion detalladaAcero E.T157443.76kgCantidad de total de acero requerida en el Expediente Tcnico.1.0Acero E.Tton157.44Cantidad de total de acero requerida en el Expediente Tcnico.Acero E.Gab160379.869585kgCantidad de total de acero requerida en el por el calculo de Gabinete.2.0Acero E.Gabton160.38Cantidad de total de acero requerida por el calculo de Gabinete.Acero.R.O36117kgCantidad de total de acero recepcionada en obra 3.0Acero.R.Oton36117Cantidad de total de acero recepcionada en obra Faltante121326.76kgCantidad de acero faltante segn el Expediente Tcnico4.0Acero.H.E.Oton30.62Cantidad de total de acero habilitado a pie de zapataAcero.H.E.O30623.81kgCantidad de acero realmete utilizada en obra.5.0Acero Desp.ton2.297Cantidad de desperdicio de acero(7.5%)Desperdicio2296.78578kgFaltante3196.40kgCantidad de acero realmete sobrante en obra.Faltante124262.869585kgCantidad de acero faltante segn el calculo en Gabinete.MODULO4MODULO1PUERTAMODULO 2TOTALCOL-MURO5754.79413735.88135.867944.162427570.6944ZAPATA1122.11931.016003053.116TOTAL6876.89415666.89135.867944.162430623.81

0.0847905706

ACERO DE PUERTA PLANTA DE CONCRETOCANTL unitLP/LP(Kg)5/884.5361.657.61/244.5182.2540.53/4501.28640.5937.76(kg):135.86

ACERO INGRESADO EN OBRA HASTA 12/04/15CantL (m)P(kg/m)P(kg)3/8170090.5990271/22109118905/885091.6122403/464092.25129601093.980(kg):36117ACERO REALMENTE UTILIZADO EN OBRA (9.08 ton)

LUGARCANTIDADUnd.DESCRIPCIONMOD46876.894kgAcero habilitado para modulo 4MOD115666.89kgAcero habilitado para modulo 1MOD27944.16kgAcero habilitado para modulo 2PTA135.86kgPuerta para la Planta de ConcretoANALISIS DEL ACERO REALMENTE UTILIZADO EN OBRA

CANTIDAD DE ACERO EN COLUMNA Y MURO DE CORTE (kg)MODULOEXPTEGABINETEOBRAEXP-OBRAGAB-OBRA115993.9915988.4713735.882258.1122252.59245489.375461.895754.794-265.424-292.904

CANTIDAD DE ACERO EN ZAPATAS (kg)MODULOEXPTEGABINETEOBRAEXP-OBRAGAB-OBRA12013.841996.7161931.01682.82465.74749.52745.3831122.1-372.58-376.717

BALANCE DE LA UILIZACION DE ACEROIngresoUtilizadoFaltante%3/81700144825285.16%1/22101684280.00%5/88501088-238128.05%3/464038525560.13%10ERROR:#DIV/0!

CONTROL(2)CONTROL DE LA CANTIDAD DE ACERO UTILIZADO(16/04/15)

NroDescripcinUndCantidadDescripcion detalladaAcero E.T157443.76kgCantidad de total de acero requerida en el Expediente Tcnico.1.0Acero E.Tton157.44Cantidad de total de acero requerida en el Expediente Tcnico.Acero E.Gab160379.869585kgCantidad de total de acero requerida en el por el calculo de Gabinete.2.0Acero E.Gabton160.38Cantidad de total de acero requerida por el calculo de Gabinete.Acero.R.O56664kgCantidad de total de acero recepcionada en obra 3.0Acero.R.Oton56.664Cantidad de total de acero recepcionada en obra Faltante100779.76kgCantidad de acero faltante segn el Expediente Tcnico4.0Acero.H.E.Oton30.62Cantidad de total de acero habilitado a pie de zapataAcero.H.E.O30623.81kgCantidad de acero realmete utilizada en obra.5.0Acero Desp.ton2.297Cantidad de desperdicio de acero(7.5%)Desperdicio2296.78578kgFaltante23743.40kgCantidad de acero realmete sobrante en obra.Faltante103715.869585kgCantidad de acero faltante segn el calculo en Gabinete.MODULO4MODULO1PUERTAMODULO 2TOTALCOL-MURO5754.79413735.88135.867944.162427570.6944ZAPATA1122.11931.016003053.116TOTAL6876.89415666.89135.867944.162430623.81

54.0445616264

ACERO DE PUERTA PLANTA DE CONCRETOCANTL unitLP/LP(Kg)5/884.5361.657.61/244.5182.2540.53/4501.28640.5937.76(kg):135.86

ACERO INGRESADO EN OBRA HASTA 12/04/15Cant1Cant2CantL (m)P(kg/m)P(kg)3/817001700170090.5990271/22102102109118905/885085085091.6122403/464064064092.2512960100093.980(kg):36117ACERO INGRESADO EN OBRA

1/43/81/25/83/41P(KG/M)0.250.5911.62.253.98FECHA4/12/15CANTIDAD0170021085064003400FECHA4/21/15CANTIDAD5000025000750FECHA4/22/15CANTIDAD01200250500001950P_TOTAL(KG)1125153994140230401296005666420547ACERO REALMENTE UTILIZADO EN OBRA (9.08 ton)

LUGARCANTIDADUnd.DESCRIPCIONMOD46876.894kgAcero habilitado para modulo 4MOD115666.89kgAcero habilitado para modulo 1MOD27944.16kgAcero habilitado para modulo 2PTA135.86kgPuerta para la Planta de Concreto

BALANCE DE LA UILIZACION DE ACEROIngresoUtilizadoFaltante%Util1/450005000.00%3/829001448145249.92%1/246016829236.52%5/81600108851268.03%3/464038525560.13%1000ERROR:#DIV/0!

DISTRIBUCIONDISTRIBUCION DE ACERO TOTAL DE OBRA POR MODULOOBRA : MEJORAMIENTO DEL SERVICIO DE EDUCACIN 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

FECHA: 06/05/2015MODULO CANTIDAD(Kg)% PARTICIPHABILITADOFALTANTE%HABILIT.MODULO 01 44979.9328.12%15666.89429313.03634.83%Zapatas2013.841931.0282.82495.89%Columnas15993.9913735.882258.11285.88%Vigas15359.2215359.220.00%Losa Aligerad9296.919296.910.00%Columnetas985.77985.770.00%Viguetas1172.251172.250.00%Muros Alba157.95157.950.00%

MODULO 02 19008.7211.88%6513.00812495.71234.26%FinalizadoZapatas806.4730.7275.6890.62%Columnas7699.775782.291917.48275.10%Vigas5379.845379.840.00%Losa Aligerad3888.723888.720.00%Columnetas625.14625.140.00%Viguetas556.2556.20.00%Muros Alba52.6552.650.00%

SS.HH - MOD 025395.593.37%2402.38642993.203644.52%FinalizadoZapatas273.6240.5133.08887.91%Columnas2995.562161.87833.685672.17%Vigas1067.041067.040.00%Losa Aligerad636.93636.930.00%Columnetas346.5346.50.00%Viguetas40.8640.860.00%Muros Alba35.135.10.00%

RAMPA13769.198.61%013769.190.00%Zapatas374.4374.40.00%Mros y Col5810.045810.040.00%Vigas833.67833.670.00%Losa Maciza6751.086751.080.00%

ESC ENTRE MOD 01 Y 02 3676.862.30%03676.860.00%Zapatas100.8100.80.00%Mros y Col1584.271584.270.00%Vigas248.31248.310.00%Escalera1743.481743.480.00%

MODULO 0336037.7122.53%4590.915631446.794412.74%ADM-A 19768.1419768.140.00%Zapatas1395.361395.360.00%Columnas7180.924590.922590.004463.93%Vigas5264.285264.280.00%Losa Aligerad5215.055215.050.00%Ctas y Vgtas568.62568.620.00%Muros Alba143.91143.910.00%ADM-B 16269.5716269.570.00%Zapatas830.7830.70.00%Columnas7610.857610.850.00%Vigas3777.33777.30.00%Losa Aligerad3401.913401.910.00%Ctas y Vgtas522.45522.450.00%Muros Alba126.36126.360.00%

ESC MOD ADM (A-B)3763.352.35%03763.350.00%Zapatas115.2115.20.00%Mros y Col1834.921834.920.00%Vigas444.15444.150.00%Escalera1369.081369.080.00%

MODULO 04 15236.649.52%6876.8948359.74645.13%FinalizadoZapatas749.521122.10-372.58149.71%FinalizadoMros y Col5489.375754.794-265.424104.84%Vigas4561.024561.020.00%Losa Aligerad3681.813681.810.00%Ctas y Vgtas608.67608.670.00%Muros Alba146.25146.250.00%

MODULO 05 15037.29.40%8075.56086961.639253.70%FinalizadoZapatas806.4831.808-25.408103.15%FinalizadoColumnas10044.547243.7532800.787272.12%Vigas1892.251892.250.00%Ctas y Vgtas2008.262008.260.00%Muros Alba285.75285.750.00%

PORTADA INGRESO719.730.45%0719.730.00%Zapatas72720.00%Columnas332.01332.010.00%Vigas265.32265.320.00%Ctas y Vgtas36.3636.360.00%Muros Alba14.0414.040.00%

TANQUE ELEVADO776.880.49%0776.880.00%TANQUE CISTERNA1568.700.98%01568.70.00%159970.50

RENDIMIENTO OK colCONTROL DE RENDIMIENTO EN ACEROS

ACTIVIDAD:ARMADO DE ACERO C-1C-2C-3C-4OtrosRendimiento: 300KG/DIA (1 Op+ 1 Of+ 0.1 Cap)410.9016356.50237.1512100.1196135.86UBICACINFECHACUADRILLAELEMENTOP(kg)HORA DE TRABAJORENDIMIENTO (KG/DIA)Cap.Op.Of.PenHORA (INICIO)HORA (FIN)HORA (INICIO)(HORA FIN)TIEMPO (TRABAJO)MOD 1-14/13/15111C-2855.605767:30am12:00m1:00pm5:00pm8.50805.28CUAD-12.4MOD 1-14/13/1511C-2C-4C-P454.043927:30am12:00m1:00pm5:00pm8.50427.34CUAD-20.0531MOD 1-14/13/1511C-1842.348287:30am12:00m1:00pm5:00pm8.50792.80CUAD-32.05A.C.U: 1857.14 KG/DIA2025.41MOD 1-24/14/1511C-2C-2C-2873.430887:30am12:00m1:00pm5:00pm8.50822.05CUAD-20.9510.5MOD 1-24/14/1512C-1C-3C-21114.21067:30am12:00m1:00pm5:00pm8.501048.67CUAD-30.9520.7MOD 1-24/14/15111C-1C-1924.52867:30am12:00m1:00pm5:00pm8.50870.14CUAD-120.25A.C.U: 1857.14 KG/DIA2740.87MOD 2-34/15/1512C-2C-2C-3(3)C-1(3)958.30067:30am12:00m1:00pm5:00pm8.50901.930.3120.0513-Apr2025.41327.21MOD 2-34/15/1511C-2C-2C-2(3)855.605767:30am12:00m1:00pm5:00pm8.50805.2814-Apr2740.87442.790.510.915-Apr2770.72415.40MOD 2-34/15/15111C-1C-1C-1(3)1129.97947:30am12:00m1:00pm5:00pm8.501063.5116-Apr2280.63368.440.751117-Apr2095.48314.16A.C.U: 2000.00 KG/DIA2770.72MOD 34/16/1511C-1C-1801.258127:30am12:00m1:00pm5:00pm8.50754.130.951MOD 34/16/1511C-2C-2142.600969:40am10:50m4:10pm5:00pm1.99573.270.10.3MOD 34/16/15111C-2C-4376.526329:40am10:50m3:00pm5:00pm3.16953.2310.2A.C.U: 1857.14 KG/DIA2280.63MOD-34/17/1512C-2C-2517.852327:30am11:30am4.001035.7010.3MOD-34/17/1511C-2C-4349.671287:30am11:30am4.00699.340.71MOD-34/17/1511C-4C-4180.215287:30am11:30am4.00360.430.81A.C.U: 2000.00 KG/DIA2095.48

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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 2B4/20/1512C-6C-6782.022967:30am12:00m1:00pm5:00pm8.50736.02MOD 2B25.5Z-1/1Z-2/1Z-3/130.6C-4C-5C-6C-7242.04847.26423.744MOD 2B4/20/1511C-577.57767:30am8:30am1:00pm5:00pm1.00620.62258.592258.592217.2286120.339.5MOD 2B4/20/15111C-4258.5921:00pm5:00pm4.00517.18C-1C-2C-31497.2376346.9522279.82361118.19256A.C.U: 2000 KG/DIA1873.83MOD 2B4/21/1511C-6C-5C-5526.497847:30am12:00m1:00pm2:00pm5.50765.82h-h0.410.711MOD 2B/2A4/21/1511C-5C-5C-1737.948967:30am12:00m1:00pm5:00pm8.50694.54170.710.615MOD 14/21/15111Z-1Z-2Z-3612.327:30am10:30am4:00pm5:00pm5.00979.71435731876.7668A.C.U: 2000 KG/DIA2440.07MOD 2B4/22/1512C-5C-3C-3581.260089:00am9:30am11:30am5;00pm6.00775.01h-h0.310.818MOD 2A4/22/1511C-1C-1C-11143.646487:30am10:30am11:00am5:00pm8.001143.65160.410.918MOD 1/2A4/22/15111Z-1Z-2C-2491.687229:00am9:30am11:30am5;00pm6.00655.5852370.12216.59378A.C.U: 2000 KG/DIA2574.24MOD 2A4/23/1511C-3C-3C-3615.6119210:00am12:00m1:00pm3:30pm4.501094.42h-h0.2119MOD 2A4/23/1511C-1C-1C-2859.218347:30am12:00m1:00pm4:00pm7.50916.50150.110.9C-1C-2C-317MOD 2A4/23/1511C-2C-2C-2693.90447:30am12:00m1:00pm5:00pm8.50653.09497.2376346.9522279.8236410.910.12168.73466A.C.U: 1714.28 KG/DIA2664.01MOD 2A4/24/1512C-3279.82363:00pm5:00pm2.001119.29h-h16MOD 2A4/24/15111C-2C-2346.95227:30am10:30m2:30pm5:00pm5.50504.6616.50.10.96MOD 2A4/24/1511C-2C-2329.604597:30am8:30am3:00pm5:00pm3.00878.9528.50.90.05956.38039A.C.U: 2000 KG/DIA2502.90h-h0MOD 2A4/25/15111C-2C-2381.647427:30am9:30m11:00am1:00pm4.00763.29120.113MOD 2A4/25/1511C-2121.4332711:30am1:00pm1.50647.64150.35503.08069A.C.U: 2000 KG/DIA1410.94MOD 2A/54/27/1511C-3C-2/5C-2/5759.1437:30am12:00m1:00pm5:00pm8.50714.49C-3C-2/5Z-MMR-1h-h110.1279.8236486.38773.4349.13617MOD 1/54/27/15111Z-MMR-1C-1/5532.5087:30am12:00m1:00pm5:00pm8.50501.1825.5110.3C-1/5C-217MOD 2A/54/27/1511C-2C-2/5639.37:30am12:00m1:00pm5:00pm8.50601.69418.102346.952259.50.611930.951A.C.U: 2000 KG/DIA1817.37MOD 5/14/28/1511C-2/5Z-1/1514.1677:30am10:30am4:30pm5:00pm4.001028.33h-h0.938MOD 5/14/28/15111C-1/5C-1/5Z-MMR-1544.7027:30am10:30am4:30pm5:00pm4.001089.40120.70.310.37MOD 54/28/1511C-2/5215.5657:30am10:30am3.50492.72270.51274.434A.C.U: 2000 KG/DIA2610.46MOD 1/54/29/1512Z-1Z-2C-2/58047:30am11:00am3:30pm6:00pm6.50989.54h-h17119.5MOD 5/14/29/15111C-1/5MR-1500.997:30am12:00m1:00pm2:00pm4.50890.6513.50.70.77MOD 54/29/1511C-2C-2344.9047:30am11:00am3.50788.35400.50.31649.894A.C.U: 2000 KG/DIA2668.54MOD 5/24/30/1512Z-4/2Z-5/2Z-6/2247.642:30pm4:30pm2.00990.56h-h2436MOD 5/14/30/15111C-1/5Z-MMR-1614.537:30am12:00m1:00pm4:30pm8.00614.5324110.516MOD 5/14/30/1511C-2/5C-4/1C-4*/1C-4*/1616.6967:30am10:30am1:00pm4:30pm8.00616.70460.7110.51478.866A.C.U: 2000 KG/DIA2221.79

MOD 24/4/1511Z-1/2Z-2/2Z-3/2730.747:30am12:00m1:00pm2:00pm5.501062.89h-h76311MOD 14/4/1511MR-1174.577:30am12:00m4.50310.3590.52MOD 5/14/4/1511C-4*/171.5957:30am8:30am1.00572.76220.5976.9051946.00MOD 54/5/1511C-2C-2646.6959:30am12:00m1:00pm5:00pm6.50795.93h-h10.513MOD 54/5/15111C-1C-1549.849:30am12:00m1:00pm5:00pm6.50676.7319.510.513MOD 54/5/1511C-2C-2646.6959:30am12:00m1:00pm5:00pm6.50795.9345.510.51843.232268.59MOD 54/6/15111C-2C-2C-1797.697:30am12:00m1:00pm5:00pm8.50750.77h-h0.50.5125.5MOD 54/6/15111C-1C-1C-1769.7767:30am12:00m1:00pm5:00pm8.50724.5025.50.510.6051

1567.4661475.26MOD 34/7/1512C-3C-3453.58951:00pm5:00pm4.00907.1810.05h-hMOD 3,54/7/1511C-1/5C-1C-1846.7947:30am9:00am1:00pm5:00pm5.501231.70120.410.511MOD 54/7/1511Z-1Z-2430.229:00am12:00m1:00pm5:00pm7.00491.681483371730.60352630.56MOD 34/8/1512C-3C-3C-2949.94857:30am10:30am1:00pm5:00pm7.001085.66h-h0.9510.421MOD 34/8/15111C-1C-1C-11213.6287:30am12:00m1:00pm5:00pm8.501142.2425.50.520.111MOD 54/8/1511Z-2401.667:30am9:00am1:00pm5:00pm5.50584.2357.572565.23652812.13MOD 34/9/1512C-2C-47:30am10:30am1:00pm5:00pm7.000.002130.60.4MOD 34/9/15111C-1C-17:30am12:00m1:00pm5:00pm8.500.000.51MOD 30/04/201511C-17:30am9:00am1:00pm5:00pm5.500.00100.00

RENDIMIENTO teoricoCONTROL DE RENDIMIENTO EN ACEROS

ACTIVIDAD:ARMADO DE ACERO C-1C-2C-3C-4OtrosRendimiento: 300KG/DIA (1 Op+ 1 Of+ 0.1 Cap)410.9016356.50237.1512100.1196135.86UBICACINFECHACUADRILLAELEMENTOP(kg)HORA DE TRABAJORENDIMIENTO (KG/DIA)Cap.Op.Of.PenHORA (INICIO)HORA (FIN)HORA (INICIO)(HORA FIN)TIEMPO (TRABAJO)MOD 1-14/13/15111C-2855.605767:30am12:00m1:00pm5:00pm8.50805.28CUAD-12.4MOD 1-14/13/1511C-2C-4C-P454.043927:30am12:00m1:00pm5:00pm8.50427.34CUAD-20.0531MOD 1-14/13/1511C-1842.348287:30am12:00m1:00pm5:00pm8.50792.80CUAD-32.05A.C.U: 1857.14 KG/DIA2025.41MOD 1-24/14/1511C-2C-2C-2873.430887:30am12:00m1:00pm5:00pm8.50822.05CUAD-20.9510.5MOD 1-24/14/1512C-1C-3C-21114.21067:30am12:00m1:00pm5:00pm8.501048.67CUAD-30.9520.7MOD 1-24/14/15111C-1C-1924.52867:30am12:00m1:00pm5:00pm8.50870.14CUAD-120.25A.C.U: 1857.14 KG/DIA2740.87MOD 2-34/15/1512C-2C-2C-3(3)C-1(3)958.30067:30am12:00m1:00pm5:00pm8.50901.930.3120.0513-Apr2025.41327.21MOD 2-34/15/1511C-2C-2C-2(3)855.605767:30am12:00m1:00pm5:00pm8.50805.2814-Apr2740.87442.790.510.915-Apr2770.72415.40MOD 2-34/15/15111C-1C-1C-1(3)1129.97947:30am12:00m1:00pm5:00pm8.501063.5116-Apr2280.63368.440.751117-Apr2095.48314.16A.C.U: 2000.00 KG/DIA2770.72MOD 34/16/1511C-1C-1801.258127:30am12:00m1:00pm5:00pm8.50754.130.951MOD 34/16/1511C-2C-2142.600969:40am10:50m4:10pm5:00pm1.99573.270.10.3MOD 34/16/15111C-2C-4376.526329:40am10:50m3:00pm5:00pm3.16953.2310.2A.C.U: 1857.14 KG/DIA2280.63MOD-34/17/1512C-2C-2517.852327:30am11:30am4.001035.7010.3MOD-34/17/1511C-2C-4349.671287:30am11:30am4.00699.340.71MOD-34/17/1511C-4C-4180.215287:30am11:30am4.00360.430.81A.C.U: 2000.00 KG/DIA2095.48

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 2B4/20/1512C-6C-6817.27:30am12:00m1:00pm5:00pm8.50769.13MOD 2B25.5Z-1/1Z-2/1Z-3/130.6C-4C-5C-6C-7244.3550.0225.54MOD 2B4/20/1511C-578.037:30am8:30am1:00pm5:00pm1.00624.24260.1260.1227120.339.5MOD 2B4/20/15111C-4260.11:00pm5:00pm4.00520.20C-1C-2C-31451.9357.9292.11155.33A.C.U: 2000 KG/DIA1913.57MOD 2B4/21/1511C-6C-5C-5532.977:30am12:00m1:00pm2:00pm5.50775.23h-h0.410.711MOD 2B/2A4/21/1511C-5C-5C-1713.317:30am12:00m1:00pm5:00pm8.50671.35170.710.615MOD 14/21/15111Z-1Z-2Z-3648.517:30am10:30am4:00pm5:00pm5.001037.62435731894.79A.C.U: 2000 KG/DIA2484.20MOD 2B4/22/1512C-5C-3C-3603.819:00am9:30am11:30am5;00pm6.00805.08h-h0.310.818MOD 2A4/22/1511C-1C-1C-11039.377:30am10:30am11:00am5:00pm8.001039.37160.410.918MOD 1/2A4/22/15111Z-1Z-2C-2483.199:00am9:30am11:30am5;00pm6.00644.25523702126.37A.C.U: 2000 KG/DIA2488.70MOD 2A4/23/1511C-3C-3C-3642.6210:00am12:00m1:00pm3:30pm4.501142.44h-h0.2119MOD 2A4/23/1511C-1C-1C-2819.27:30am12:00m1:00pm4:00pm7.50873.81150.110.9C-1C-2C-317MOD 2A4/23/1511C-2C-2C-2715.87:30am12:00m1:00pm5:00pm8.50673.69451.9357.9292.1410.910.12177.62A.C.U: 1714.28 KG/DIA2689.94MOD 2A4/24/1512C-3292.13:00pm5:00pm2.001168.40h-h16MOD 2A4/24/15111C-2C-2357.97:30am10:30m2:30pm5:00pm5.50520.5816.50.10.96MOD 2A4/24/1511C-2C-2340.0057:30am8:30am3:00pm5:00pm3.00906.6828.50.90.05990.005A.C.U: 2000 KG/DIA2595.66h-h0MOD 2A4/25/15111C-2C-2357.97:30am9:30m11:00am1:00pm4.00715.80120.10.93MOD 2A4/25/1511C-2143.1611:30am1:00pm1.50763.52150.4501.06A.C.U: 2000 KG/DIA1479.32MOD 2A/54/27/1511C-3C-2/5C-2/5785.9017:30am12:00m1:00pm5:00pm8.50739.67110.1MOD 1/54/27/15111Z-MMR-1C-1/5540.2197:30am12:00m1:00pm5:00pm8.50508.44110.3MOD 2A/54/27/1511C-2C-2/5655.097:30am12:00m1:00pm5:00pm8.50616.560.611981.21A.C.U: 2000 KG/DIA1864.67MOD 5/14/28/1511C-2/5Z-1/1537.0997:30am10:30am4:30pm5:00pm4.001074.200.93MOD 5/14/28/15111C-1/5C-1/5Z-MMR-1464.887:30am10:30am4:30pm5:00pm4.00929.760.70.310.3MOD 54/28/1511C-2/5224.4557:30am10:30am3.50513.040.51226.434A.C.U: 2000 KG/DIA2517.00MOD 1/54/29/1512Z-1Z-2C-2/5843.417:30am11:00am3:30pm6:00pm6.501038.04171MOD 5/14/29/15111C-1/5MR-1510.6857:30am12:00m1:00pm2:00pm4.50907.880.70.7MOD 54/29/1511C-2C-2359.1287:30am11:00am3.50820.860.50.31713.223A.C.U: 2000 KG/DIA2766.79MOD 24/30/1512Z-4/2Z-5/2Z-6/2247.647:30am12:00m1:00pm4:30pm8.00247.64243MOD 5/14/30/15111C-1/5Z-MMR-1637.247:30am12:00m1:00pm4:30pm8.00637.24110.5MOD 5/14/30/1511C-2/5C-4/1C-4*/1C-4*/1622.6877:30am10:30am1:00pm4:30pm8.00622.690.7110.51507.567A.C.U: 2000 KG/DIA1507.57

6428.4341901.161013.3041318.7231179.8775413.0641015.37

MOD 24/4/1511Z-1/2Z-2/2Z-3/2730.747:30am12:00m1:00pm2:00pm5.501062.89763MOD 14/4/1511MR-1172.367:30am12:00m4.50306.420.5MOD 5/14/4/1511C-4*/171.157:30am8:30am1.00569.200.5974.251938.51MOD 54/5/1511C-2C-2673.3659:30am12:00m1:00pm5:00pm6.50828.7610.5MOD 54/5/15111C-1C-1577.2459:30am12:00m1:00pm5:00pm6.50710.4610.5MOD 54/5/1511C-2C-2673.3659:30am12:00m1:00pm5:00pm6.50828.7610.51923.9752367.97MOD 54/6/15111C-2C-2C-1833.747:30am12:00m1:00pm5:00pm8.50784.700.50.51MOD 54/6/15111C-1C-1C-1808.1437:30am12:00m1:00pm5:00pm8.50760.610.510.6

1641.8831545.30MOD 34/7/1512C-3C-3470.72551:00pm5:00pm4.00941.4510.05MOD 3,54/7/1511C-1/5C-1C-1882.8877:30am9:00am1:00pm5:00pm5.501284.200.410.5MOD 54/7/1511Z-1Z-2430.229:00am12:00m1:00pm5:00pm7.00491.68831783.83252717.33MOD 34/8/1512C-3C-3C-2983.83657:30am10:30am1:00pm5:00pm7.001124.380.9510.4MOD 34/8/15111C-1C-1C-11263.5227:30am12:00m1:00pm5:00pm8.501189.200.520.1MOD 54/8/1511Z-2401.667:30am9:00am1:00pm5:00pm5.50584.2372649.01852897.81

ZAPATASCOLUMNAS730.747410.339430.228972.959401.661562.62

RENDIMIENTO OK zapCONTROL DE RENDIMIENTO EN ACEROS

ACTIVIDAD: ARMADO DE ACEROS PARA ZAPATASZ-1Z-2Z-3Z-4Z-5Z-MURO45.8239.1729.70230.21206.4086.90UBICACINFECHACUADRILLAELEMENTOP(kg)HORA DE TRABAJORENDIMIENTO (KG/DIA)Cap.Op.Of.PenHORA (INICIO)HORA (FIN)HORA (INICIO)(HORA FIN)TIEMPO (TRABAJO)MOD 44/17/15233Z-4Z-5Z-M348.86482:00PM5:00pm2.001395.460.60.61

A.C.U: 1857.14 KG/DIA1395.46CUAD-2

CUAD-3

CUAD-1

17-Apr1395.46225.4418-Apr0.000.0019-Apr0.000.0020-Apr0.000.0021-Apr0.000.00

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.

0.00

MOD-34/17/1512C-2C-207:30am11:30am4.000.0010.3MOD-34/17/1511C-2C-407:30am10:30am3.000.000.71MOD-34/17/1511C-4C-407:30am10:30am3.000.000.81A.C.U: 2000.00 KG/DIA0.00

MTDO COL 1METRADO DE ACEROS EN COLUMNAS (MODULO 1)COLUMNACANT.L(m)kg/mParcial(kg)(kg)/# Col# ColTotal(kg)LTC-1 (L) long=9mREALIZADO 1TOT 1REALIZADO 2TOT 2REALIZADO 3TOT 3Longitudinal5/8791.6100.87565/8881.6102.47683/4492.2581432ACERO INGRESADO EN OBRA HASTA 12/04/153/4182.251896L(m)%Desp(7.5%)CantP(kg)Estribos3/8493.760.59108.702210.883/86252.2468.915746.79410.9041643.60641643.6141643.6141643.611/2476.1635.71256.87C-2(T) long=9m5/84112.2308.415491.18Longitudinal5/8591.6726753/4128496.3153.375/8881.6102.49601000.003/4492.2581540(kg):0Estribos3/8513.360.59101.1022570.4356.5051782.51251782.5151782.51251782.512C-3(Rec) long=9mLongitudinal5/8291.628.81085/8681.676.82883/4492.2581216Estribos3/8511.680.5950.55514.08237.152474.3022474.302474.30242474.3024C-4(Circ) Longitudinal5/886.051.677.44338.8Estribos3/8311.240.5922.680269.08100.123300.3593300.361100.11963300.3588C-4*(Circ)Longitudinal5/8491.657.672Longitudinal5/8481.651.264Estribos3/8471.240.5934.385116.56143.192286.3702286.37C-MUROLongitudinal5/8202.441.678.08146.4Longitudinal1/2642.481158.72476.16Transversal3/8208.880.59104.784532.8burros3/8200.640.597.552349.141349.1361349.141349.1361349.13638.4COLUMNETA4836.294349.684549.92

TOTAL(Kg)4836.286

METRADO(kg)DescripcinEXPTEGABINETEOBRA15,993.99160379.8713735.878Diferencia-2258.112-146643.992---%85.888.56---Obs: Para el metrado que corresponde al Expediente y Gabiente se considero los aceros del Muro de Cortemientras que para lo considerado en Obra solo los aceros correspondiente a las columnas

MTDO ZAP1METRADO DE ACEROS EN ZAPATAS (MODULO 1)ZAPATACANT.L(m)kg/mParcial(kg)kg/# Zap# ZapTotal(kg)Z-1REALIZ 1TOTAL1REALIZ 2TOTAL2REALIZ 3TOTAL3Longitudinal5/891.461.621.02157.68Transversal5/891.461.621.024157.6842.0512504.5764168.194168.194168.19ACERO INGRESADO EN OBRA HASTA 12/04/15Z-2L(m)%Desp(7.5%)CantP(kg)Longitudinal5/8101.461.623.36306.63/8Transversal5/891.661.623.904313.741/2220.216.5226.3047.2621992.5447330.857330.857330.855/81069.2680.19127.72Z-33/4Longitudinal5/871.061.611.8766.781Transversal5/871.061.611.87266.78(kg):023.749213.696371.23371.23371.23Z-muroLongitudinal1/258.66143.30129.9Transversal1/2350.86130.190.373.403220.200173.40173.40173.40TOTAL(kg):1931.016643.67643.67643.67

METRADO (kg)DespEXPTEGABINETEOBRA749.52750.421931.02Diferencia1181.4961180.596---%257.63257.32

Obs: Para el metrado que corresponde al Expediente y Gabiente se considero las zapatas del muro denominados Zapata Muromientras que para lo considerado en Obra solo se considero las zapatas correspondiente a las columnas

MTDO COL 2METRADO DE ACEROS EN COLUMNAS (MODULO 2)COLUMNACANT.L(m)kg/mParcial(kg)(kg)/# Col# ColTotal(kg)LTC-4 (CRUZ) REALIZADO 1TOT 1Longitudinal5/888.381.6107.26467.045/847.381.647.23229.521/247.38129.5229.52LDES(7.5%)CANTEstribos3/8403.160.5974.58126.43/83276.96245.772391.41258.591258.5921258.5900.0000.001/2236.1617.71228.21C-5(L) 5/82301.76172.632274.93Longitudinal5/888.381.6107.264268.163/4929.6869.726111.055/847.381.647.232118.081000.001/247.38129.52118.08(kg):0Estribos3/8403.160.5974.576505.6258.5941034.36841034.370000C-6(T) Longitudinal5/878.381.693.856234.645/837.381.635.42488.561/237.38122.1488.56Estribos3/8392.860.5965.81446.16217.234868.9144868.910000AULAS2161.87baoC-1Longitudinal3/458.792.2598.8875175.83/437.792.2552.582593.483/426.442.2528.9851.525/848.791.656.256140.645/867.791.674.784186.965/866.441.661.824154.56Estribos3/8403.960.5993.456633.6466.7741867.08041867.080000C-2Longitudinal3/438.792.2559.33210.963/437.792.2552.58186.965/858.791.670.32351.65/867.751.674.40372Estribos3/8433.560.5990.3171224.64346.9582775.61882775.62C-3Longitudinal3/448.792.2579.11140.643/428.792.2539.5670.325/867.791.674.78186.965/846.441.641.22103.04Estribos3/8431.980.5950.233340.56284.9041139.59041139.59TOTAL(Kg)7944.1627944.165782.29Aulas

METRADO(kg)DescripcinEXPTEGABINETEOBRA15,993.99160379.877944.162Diferencia-8049.8276-152435.7076---%49.674.95---Obs: Para el metrado que corresponde al Expediente y Gabiente se considero los aceros del Muro de Cortemientras que para lo considerado en Obra solo los aceros correspondiente a las columnas

MTDO ZAp 2METRADO DE ACEROS EN ZAPATAS (MODULO 2)

ZAPATACANT.L(m)kg/mParcial(kg)kg/# Zap# ZapTotal(kg)CONTEO 1MTDO1LTZ-4Longitudinal5/881.361.617.4110.88ACERO INGRESADO EN OBRA HASTA 12/04/15Transversal5/881.361.617.40810.88L(m)%Desp(7.5%)CantP(kg)34.82134.816134.8163/800.00Z-51/200.00Longitudinal5/871.061.611.8729.685/8607.0245.526572.51Transversal5/871.061.611.87229.683/4000.0023.74494.976494.9761000.00Z-6(kg):0Longitudinal5/881.061.613.5733.92Transversal5/871.261.614.11235.2827.684110.7204110.720BAO240.512BAO240.512AULASZ-1Longitudinal5/8111.761.630.98135.52Transversal5/8121.461.628.032122.6459.017413.0567413.056Z-2Longitudinal5/881.461.618.6970.08Transversal5/8101.161.618.5669.637.256223.4886223.488Z-3Longitudinal5/881.261.616.1330.24Transversal5/891.061.615.2631.39394.176394.17628.62971.232AULA730.72TOTAL(kg):971.232

METRADO (kg)DespEXPTEGABINETEOBRA749.52750.42971.232Diferencia221.712220.812---%129.58129.43

Obs: Para el metrado que corresponde al Expediente y Gabiente se considero las zapatas del muro denominados Zapata Muromientras que para lo considerado en Obra solo se considero las zapatas correspondiente a las columnas

MTDO COL 3AMETRADO DE ACEROS EN COLUMNAS (MODULO3)COLUMNACANT.L(m)kg/mParcial(kg)(kg)/# Col# ColTotal(kg)LTC-1REALIZADO 1TOT 1Longitudinal3/4592.25101.252705/828.31.626.5699.65/8671.667.23/478.32.25130.7255/8491.657.6216LDES(7.5%)CANTEstribos3/8444.160.59107.99361098.243/81462.02109.6515174.63491.3362947.97262947.9700.0000.001/2534.1240.05963.80C-25/8687.351.547582.09Longitudinal3/4492.2581363/4000.005/8291.628.8181000.005/868.31.679.6849.8(kg):0Estribos3/8433.960.59100.47170.28289.951289.9451289.950000C-3Longitudinal3/479.002.25141.751893/438.302.2556.02574.75/829.001.628.85/858.301.666.45/867.001.667.2Estribos3/8432.080.5952.7696268.32Estribos3/8431.500.5938.055193.5451.0031352.99931353.000000C-4

B B

3B3A4590.92C-1Longitudinal3/458.792.2598.887503/437.792.2552.582503/426.442.2528.9805/848.791.656.25605/867.791.674.78405/866.441.661.8240Estribos3/8403.960.5993.4560466.770.00000.000000C-2Longitudinal3/438.792.2559.3303/437.792.2552.5805/858.791.670.3205/867.751.674.400Estribos3/8433.560.5990.3170346.9500.00000.00C-3Longitudinal3/448.792.2579.1103/428.792.2539.5605/867.791.674.7805/846.441.641.220Estribos3/8431.980.5950.2330284.9000.00000.00TOTAL(Kg)4590.9164590.920.003B

METRADO(kg)DescripcinEXPTEGABINETEOBRA15,993.99160379.874590.916Diferencia-11403.0744-155788.9544---%28.702.86---Obs: Para el metrado que corresponde al Expediente y Gabiente se considero los aceros del Muro de Cortemientras que para lo considerado en Obra solo los aceros correspondiente a las columnas

TEORICOC-1Longitudinal3/4128.52.25229.55/8128.51.6163.2Estribos3/8384.160.5993.2672485.9762915.803C-2Longitudinal3/448.52.2576.55/888.51.6108.8Estribos3/8383.960.5988.78274.081274.083C-3Longitudinal3/4108.502.25191.255/8138.501.6176.8Estribos3/8382.080.5946.634Estribos3/8381.500.5933.63448.3131344.9413BC-1Longitudinal3/458.792.2598.88753/437.792.2552.58253/426.442.2528.985/848.791.656.2565/867.791.674.7845/866.441.661.824Estribos3/8403.960.5993.456466.770.000C-2Longitudinal3/438.792.2559.333/437.792.2552.585/858.791.670.325/867.751.674.40Estribos3/8433.560.5990.317346.9500.000C-3Longitudinal3/448.792.2579.113/428.792.2539.565/867.791.674.785/846.441.641.22Estribos3/8431.980.5950.233284.9000.000

MTDO COL4METRADO DE ACEROS EN COLUMNAS (MODULO 4)

COLUMNACANT.L(m)kg/mParcial(kg)(kg)/# Col# ColTotal(kg)conteo 1L/undC-1 (L) long=9mLongitudinal5/8891.6115.2288ACERO INGRESADO EN OBRA HASTA 12/04/153/4892.25162288L(m)%Desp(7.5%)CantP(kg)Estribos3/8483.360.5995.1552645.123/82536.6190.245302.98372.3641489.4211/241931.42550.05C-2(T) long=9m5/898273.65117.29Longitudinal5/8691.686.44323/4100875.6120.403/41092.25202.57201000.00Estribos3/8483.160.5989.49121213.44(kg):0378.3983027.130C-3C(Rec) long=9mLongitudinal5/81091.614490Estribos3/8481.680.5947.577680.64191.581191.578C-3B(Rec) long=5.4mLongitudinal5/8105.41.686.454Estribos3/8261.680.5925.7743.68112.171112.171C-3A(Rec) long=4.60mLongitudinal5/8104.61.673.646Estribos3/8231.680.5922.8038.6496.40196.398C-4(Rec) long=9.00mLongitudinal5/8491.657.6721/24913672Estribos3/8431.280.5932.47110.08126.072252.147

Muro de CorteLongitudinal3/83090.59159.32703/8304.50.5979.65135Transversal1/21003.471347347585.951585.950ColumnetaLongitudinal3/841.540.593.63Transversal1/420.460.320.293.93

TOTAL(Kg)=5754.794

METRADO(kg)DescripcinEXPTEGABINETEOBRA5489.375626.155754.794Diferencia265.424128.644---%104.84102.29Obs: Para el metrado que corresponde al Expediente y Gabiente se considero los aceros del Muro de Concreto Armadomientras que para lo considerado en Obra solo los aceros correspondiente a las columnas

MTDO ZAP4METRADO DE ACEROS EN ZAPATAS (MODULO 4)

ZAPATACANT.L(m)kg/mParcial(kg)kg/# Zap# ZapTotal(kg)CONTEO 1MTDO1LTZ-1Longitudinal5/8101.461.623.3629.2ACERO INGRESADO EN OBRA HASTA 12/04/15Transversal5/891.561.622.46428.08L(m)%Desp(7.5%)CantP(kg)45.82291.648291.6483/8544.056.45Z-21/255.044.1286.57Longitudinal5/891.361.619.5812.245/864748.52577.28Transversal5/891.361.619.58412.243/4000.0039.17139.168139.1681000.00Z-3(kg):0Longitudinal5/881.161.614.8574.24Transversal5/881.161.614.84874.2429.708237.5688237.568Z-4Longitudinal5/8203.421.6109.44136.8Transversal5/8342.221.6120.768150.96230.212460.4162460.416Z-5Longitudinal5/8203.121.699.8462.4Transversal5/8302.221.6106.5666.6206.401206.4001206.400Z-MUROLongitudinal3/8490.5921.2436Longitudinal3/844.50.5910.6218Transversal1/2640.86155.0486.90186.900186.90055.041122.100TOTAL(kg):1122.100

METRADO (kg)DespEXPTEGABINETEOBRA749.52750.421122.1Diferencia372.58371.68---%149.71149.53

Obs: Para el metrado que corresponde al Expediente y Gabiente se considero las zapatas del muro denominados Zapata Muromientras que para lo considerado en Obra solo se considero las zapatas correspondiente a las columnas

MTDO COL5METRADO DE ACEROS EN COLUMNAS (MODULO5)

COLUMNACANT.L(m)kg/mParcial(kg)(kg)/# Col# ColTotal(kg)conteo 1L/undC-1 (L) long=9mLongitudinal3/4592.25101.25360ACERO INGRESADO EN OBRA HASTA 12/04/153/437.62.2551.30182.4L(m)%Desp(7.5%)CantP(kg)5/8491.657.602885/867.61.672.96364.8Estribos3/8344.160.5983.451131.523/82647.92198.594316.28366.5682932.47781/2000.00C-2(T) long=9m5/82028.8152.16242.33Longitudinal3/4692.25121.505403/41082.481.18129.295/8691.686.405405/8117.61.6133.76836Estribos3/8344.460.5989.471516.4(kg):0431.13104311.27610MensulaLongitudinal5/833.251.615.60041083280Estribos3/811.140.590.670480104800Estribos3/811.240.590.7308080Estribos3/811.340.590.790Estribos3/811.440.590.850Estribos3/841.690.593.990Estribos3/821.460.591.72024.3610243.5567487.3097243.7528METRADO(kg)DescripcinEXPTEGABINETEOBRA5489.375626.157243.753Diferencia1754.38281617.6028---%131.96128.75Obs: Para el metrado que corresponde al Expediente y Gabiente se considero los aceros del Muro de Concreto Armadomientras que para lo considerado en Obra solo los aceros correspondiente a las columnas

MTDO ZAP 5METRADO DE ACEROS EN ZAPATAS (MODULO 5)

ZAPATACANT.L(m)kg/mParcial(kg)kg/# Zap# ZapTotal(kg)CONTEO 1MTDO1LTZ-1Longitudinal5/881.261.616.1380.64ACERO INGRESADO EN OBRA HASTA 12/04/15Transversal5/881.261.616.12880.64L(m)%Desp(7.5%)CantP(kg)32.268258.0488258.0483/800.00Z-21/200.00Longitudinal5/8101.761.628.161765/8519.8838.99162.10Transversal5/8111.661.629.216182.63/4000.0057.3810573.76010573.761000.00(kg):0831.808TOTAL(kg):831.808

METRADO (kg)DespEXPTEGABINETEOBRA749.52750.42831.808Diferencia82.28881.388---%110.98110.85

Obs: Para el metrado que corresponde al Expediente y Gabiente se considero las zapatas del muro denominados Zapata Muromientras que para lo considerado en Obra solo se considero las zapatas correspondiente a las columnas