CONTRO GIO ACERO_.xlsx – [XLSX Document]

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

NroDescripcinUndCantidadDescripcion detalladaAceroE.T157443.76kgCantidad de total de acero requerida en el ExpedienteTcnico.1.0Acero E.Tton157.44Cantidad de total de acero requerida enel Expediente Tcnico.Acero E.Gab160379.869585kgCantidad de total deacero requerida en el por el calculo de Gabinete.2.0AceroE.Gabton160.38Cantidad de total de acero requerida por el calculode Gabinete.Acero.R.O36117kgCantidad de total de acero recepcionadaen obra 3.0Acero.R.Oton36117Cantidad de total de acero recepcionadaen obra Faltante121326.76kgCantidad de acero faltante segn elExpediente Tcnico4.0Acero.H.E.Oton30.62Cantidad de total de acerohabilitado a pie de zapataAcero.H.E.O30623.81kgCantidad de acerorealmete utilizada en obra.5.0Acero Desp.ton2.297Cantidad dedesperdicio deacero(7.5%)Desperdicio2296.78578kgFaltante3196.40kgCantidad deacero realmete sobrante en obra.Faltante124262.869585kgCantidad deacero faltante segn el calculo enGabinete.MODULO4MODULO1PUERTAMODULO2TOTALCOL-MURO5754.79413735.88135.867944.162427570.6944ZAPATA1122.11931.016003053.116TOTAL6876.89415666.89135.867944.162430623.81

0.0847905706

ACERO DE PUERTA PLANTA DE CONCRETOCANTLunitLP/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):36117ACEROREALMENTE UTILIZADO EN OBRA (9.08 ton)

LUGARCANTIDADUnd.DESCRIPCIONMOD46876.894kgAcero habilitado paramodulo 4MOD115666.89kgAcero habilitado para modulo1MOD27944.16kgAcero habilitado para modulo 2PTA135.86kgPuerta parala Planta de ConcretoANALISIS DEL ACERO REALMENTE UTILIZADO ENOBRA

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 DEACEROIngresoUtilizadoFaltante%3/81700144825285.16%1/22101684280.00%5/88501088-238128.05%3/464038525560.13%10ERROR:#DIV/0!

CONTROL(2)CONTROL DE LA CANTIDAD DE ACEROUTILIZADO(16/04/15)

NroDescripcinUndCantidadDescripcion detalladaAceroE.T157443.76kgCantidad de total de acero requerida en el ExpedienteTcnico.1.0Acero E.Tton157.44Cantidad de total de acero requerida enel Expediente Tcnico.Acero E.Gab160379.869585kgCantidad de total deacero requerida en el por el calculo de Gabinete.2.0AceroE.Gabton160.38Cantidad de total de acero requerida por el calculode Gabinete.Acero.R.O56664kgCantidad de total de acero recepcionadaen obra 3.0Acero.R.Oton56.664Cantidad de total de acerorecepcionada en obra Faltante100779.76kgCantidad de acero faltantesegn el Expediente Tcnico4.0Acero.H.E.Oton30.62Cantidad de total deacero habilitado a pie de zapataAcero.H.E.O30623.81kgCantidad deacero realmete utilizada en obra.5.0Acero Desp.ton2.297Cantidad dedesperdicio deacero(7.5%)Desperdicio2296.78578kgFaltante23743.40kgCantidad deacero realmete sobrante en obra.Faltante103715.869585kgCantidad deacero faltante segn el calculo enGabinete.MODULO4MODULO1PUERTAMODULO2TOTALCOL-MURO5754.79413735.88135.867944.162427570.6944ZAPATA1122.11931.016003053.116TOTAL6876.89415666.89135.867944.162430623.81

54.0445616264

ACERO DE PUERTA PLANTA DE CONCRETOCANTLunitLP/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):36117ACEROINGRESADO EN OBRA

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

LUGARCANTIDADUnd.DESCRIPCIONMOD46876.894kgAcero habilitado paramodulo 4MOD115666.89kgAcero habilitado para modulo1MOD27944.16kgAcero habilitado para modulo 2PTA135.86kgPuerta parala Planta de Concreto

BALANCE DE LA UILIZACION DEACEROIngresoUtilizadoFaltante%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 ESCUELADE FORMACION PROFESIONAL DE INGENIERIA CIVIL DE LA UNIVERSIDADNACIONAL SAN CRISTOBAL DE HUAMANGA, DISTRITO DE AYACUCHO, PROVINCIADE HUAMANGA – REGION AYACUCHO

FECHA: 06/05/2015MODULO CANTIDAD(Kg)%PARTICIPHABILITADOFALTANTE%HABILIT.MODULO 0144979.9328.12%15666.89429313.03634.83%Zapatas2013.841931.0282.82495.89%Columnas15993.9913735.882258.11285.88%Vigas15359.2215359.220.00%LosaAligerad9296.919296.910.00%Columnetas985.77985.770.00%Viguetas1172.251172.250.00%MurosAlba157.95157.950.00%

MODULO 0219008.7211.88%6513.00812495.71234.26%FinalizadoZapatas806.4730.7275.6890.62%Columnas7699.775782.291917.48275.10%Vigas5379.845379.840.00%LosaAligerad3888.723888.720.00%Columnetas625.14625.140.00%Viguetas556.2556.20.00%MurosAlba52.6552.650.00%

SS.HH – MOD025395.593.37%2402.38642993.203644.52%FinalizadoZapatas273.6240.5133.08887.91%Columnas2995.562161.87833.685672.17%Vigas1067.041067.040.00%LosaAligerad636.93636.930.00%Columnetas346.5346.50.00%Viguetas40.8640.860.00%MurosAlba35.135.10.00%

RAMPA13769.198.61%013769.190.00%Zapatas374.4374.40.00%Mros yCol5810.045810.040.00%Vigas833.67833.670.00%LosaMaciza6751.086751.080.00%

ESC ENTRE MOD 01 Y 023676.862.30%03676.860.00%Zapatas100.8100.80.00%Mros yCol1584.271584.270.00%Vigas248.31248.310.00%Escalera1743.481743.480.00%

MODULO 0336037.7122.53%4590.915631446.794412.74%ADM-A19768.1419768.140.00%Zapatas1395.361395.360.00%Columnas7180.924590.922590.004463.93%Vigas5264.285264.280.00%LosaAligerad5215.055215.050.00%Ctas y Vgtas568.62568.620.00%MurosAlba143.91143.910.00%ADM-B16269.5716269.570.00%Zapatas830.7830.70.00%Columnas7610.857610.850.00%Vigas3777.33777.30.00%LosaAligerad3401.913401.910.00%Ctas y Vgtas522.45522.450.00%MurosAlba126.36126.360.00%

ESC MOD ADM(A-B)3763.352.35%03763.350.00%Zapatas115.2115.20.00%Mros yCol1834.921834.920.00%Vigas444.15444.150.00%Escalera1369.081369.080.00%

MODULO 0415236.649.52%6876.8948359.74645.13%FinalizadoZapatas749.521122.10-372.58149.71%FinalizadoMrosy Col5489.375754.794-265.424104.84%Vigas4561.024561.020.00%LosaAligerad3681.813681.810.00%Ctas y Vgtas608.67608.670.00%MurosAlba146.25146.250.00%

MODULO 0515037.29.40%8075.56086961.639253.70%FinalizadoZapatas806.4831.808-25.408103.15%FinalizadoColumnas10044.547243.7532800.787272.12%Vigas1892.251892.250.00%Ctasy Vgtas2008.262008.260.00%Muros Alba285.75285.750.00%

PORTADAINGRESO719.730.45%0719.730.00%Zapatas72720.00%Columnas332.01332.010.00%Vigas265.32265.320.00%Ctasy Vgtas36.3636.360.00%Muros Alba14.0414.040.00%

TANQUE ELEVADO776.880.49%0776.880.00%TANQUECISTERNA1568.700.98%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+ 0.1Cap)410.9016356.50237.1512100.1196135.86UBICACINFECHACUADRILLAELEMENTOP(kg)HORADE TRABAJORENDIMIENTO (KG/DIA)Cap.Op.Of.PenHORA (INICIO)HORA(FIN)HORA (INICIO)(HORA FIN)TIEMPO (TRABAJO)MOD1-14/13/15111C-2855.605767:30am12:00m1:00pm5:00pm8.50805.28CUAD-12.4MOD1-14/13/1511C-2C-4C-P454.043927:30am12:00m1:00pm5:00pm8.50427.34CUAD-20.0531MOD1-14/13/1511C-1842.348287:30am12:00m1:00pm5:00pm8.50792.80CUAD-32.05A.C.U:1857.14 KG/DIA2025.41MOD1-24/14/1511C-2C-2C-2873.430887:30am12:00m1:00pm5:00pm8.50822.05CUAD-20.9510.5MOD1-24/14/1512C-1C-3C-21114.21067:30am12:00m1:00pm5:00pm8.501048.67CUAD-30.9520.7MOD1-24/14/15111C-1C-1924.52867:30am12:00m1:00pm5:00pm8.50870.14CUAD-120.25A.C.U:1857.14 KG/DIA2740.87MOD2-34/15/1512C-2C-2C-3(3)C-1(3)958.30067:30am12:00m1:00pm5:00pm8.50901.930.3120.0513-Apr2025.41327.21MOD2-34/15/1511C-2C-2C-2(3)855.605767:30am12:00m1:00pm5:00pm8.50805.2814-Apr2740.87442.790.510.915-Apr2770.72415.40MOD2-34/15/15111C-1C-1C-1(3)1129.97947:30am12:00m1:00pm5:00pm8.501063.5116-Apr2280.63368.440.751117-Apr2095.48314.16A.C.U:2000.00 KG/DIA2770.72MOD34/16/1511C-1C-1801.258127:30am12:00m1:00pm5:00pm8.50754.130.951MOD34/16/1511C-2C-2142.600969:40am10:50m4:10pm5:00pm1.99573.270.10.3MOD34/16/15111C-2C-4376.526329:40am10:50m3:00pm5:00pm3.16953.2310.2A.C.U:1857.14KG/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 trabajadoreses debido a que no se encontraron al 100% abocados a su funcionpues , se encotraron apoyando directamente en el izamiento de lascolumnas.

MOD2B4/20/1512C-6C-6782.022967:30am12:00m1:00pm5:00pm8.50736.02MOD2B25.5Z-1/1Z-2/1Z-3/130.6C-4C-5C-6C-7242.04847.26423.744MOD2B4/20/1511C-577.57767:30am8:30am1:00pm5:00pm1.00620.62258.592258.592217.2286120.339.5MOD2B4/20/15111C-4258.5921:00pm5:00pm4.00517.18C-1C-2C-31497.2376346.9522279.82361118.19256A.C.U:2000 KG/DIA1873.83MOD2B4/21/1511C-6C-5C-5526.497847:30am12:00m1:00pm2:00pm5.50765.82h-h0.410.711MOD2B/2A4/21/1511C-5C-5C-1737.948967:30am12:00m1:00pm5:00pm8.50694.54170.710.615MOD14/21/15111Z-1Z-2Z-3612.327:30am10:30am4:00pm5:00pm5.00979.71435731876.7668A.C.U:2000 KG/DIA2440.07MOD2B4/22/1512C-5C-3C-3581.260089:00am9:30am11:30am5;00pm6.00775.01h-h0.310.818MOD2A4/22/1511C-1C-1C-11143.646487:30am10:30am11:00am5:00pm8.001143.65160.410.918MOD1/2A4/22/15111Z-1Z-2C-2491.687229:00am9:30am11:30am5;00pm6.00655.5852370.12216.59378A.C.U:2000 KG/DIA2574.24MOD2A4/23/1511C-3C-3C-3615.6119210:00am12:00m1:00pm3:30pm4.501094.42h-h0.2119MOD2A4/23/1511C-1C-1C-2859.218347:30am12:00m1:00pm4:00pm7.50916.50150.110.9C-1C-2C-317MOD2A4/23/1511C-2C-2C-2693.90447:30am12:00m1:00pm5:00pm8.50653.09497.2376346.9522279.8236410.910.12168.73466A.C.U:1714.28 KG/DIA2664.01MOD2A4/24/1512C-3279.82363:00pm5:00pm2.001119.29h-h16MOD2A4/24/15111C-2C-2346.95227:30am10:30m2:30pm5:00pm5.50504.6616.50.10.96MOD2A4/24/1511C-2C-2329.604597:30am8:30am3:00pm5:00pm3.00878.9528.50.90.05956.38039A.C.U:2000 KG/DIA2502.90h-h0MOD2A4/25/15111C-2C-2381.647427:30am9:30m11:00am1:00pm4.00763.29120.113MOD2A4/25/1511C-2121.4332711:30am1:00pm1.50647.64150.35503.08069A.C.U:2000 KG/DIA1410.94MOD2A/54/27/1511C-3C-2/5C-2/5759.1437:30am12:00m1:00pm5:00pm8.50714.49C-3C-2/5Z-MMR-1h-h110.1279.8236486.38773.4349.13617MOD1/54/27/15111Z-MMR-1C-1/5532.5087:30am12:00m1:00pm5:00pm8.50501.1825.5110.3C-1/5C-217MOD2A/54/27/1511C-2C-2/5639.37:30am12:00m1:00pm5:00pm8.50601.69418.102346.952259.50.611930.951A.C.U:2000 KG/DIA1817.37MOD5/14/28/1511C-2/5Z-1/1514.1677:30am10:30am4:30pm5:00pm4.001028.33h-h0.938MOD5/14/28/15111C-1/5C-1/5Z-MMR-1544.7027:30am10:30am4:30pm5:00pm4.001089.40120.70.310.37MOD54/28/1511C-2/5215.5657:30am10:30am3.50492.72270.51274.434A.C.U:2000 KG/DIA2610.46MOD1/54/29/1512Z-1Z-2C-2/58047:30am11:00am3:30pm6:00pm6.50989.54h-h17119.5MOD5/14/29/15111C-1/5MR-1500.997:30am12:00m1:00pm2:00pm4.50890.6513.50.70.77MOD54/29/1511C-2C-2344.9047:30am11:00am3.50788.35400.50.31649.894A.C.U:2000 KG/DIA2668.54MOD5/24/30/1512Z-4/2Z-5/2Z-6/2247.642:30pm4:30pm2.00990.56h-h2436MOD5/14/30/15111C-1/5Z-MMR-1614.537:30am12:00m1:00pm4:30pm8.00614.5324110.516MOD5/14/30/1511C-2/5C-4/1C-4*/1C-4*/1616.6967:30am10:30am1:00pm4:30pm8.00616.70460.7110.51478.866A.C.U:2000 KG/DIA2221.79

MOD24/4/1511Z-1/2Z-2/2Z-3/2730.747:30am12:00m1:00pm2:00pm5.501062.89h-h76311MOD14/4/1511MR-1174.577:30am12:00m4.50310.3590.52MOD5/14/4/1511C-4*/171.5957:30am8:30am1.00572.76220.5976.9051946.00MOD54/5/1511C-2C-2646.6959:30am12:00m1:00pm5:00pm6.50795.93h-h10.513MOD54/5/15111C-1C-1549.849:30am12:00m1:00pm5:00pm6.50676.7319.510.513MOD54/5/1511C-2C-2646.6959:30am12:00m1:00pm5:00pm6.50795.9345.510.51843.232268.59MOD54/6/15111C-2C-2C-1797.697:30am12:00m1:00pm5:00pm8.50750.77h-h0.50.5125.5MOD54/6/15111C-1C-1C-1769.7767:30am12:00m1:00pm5:00pm8.50724.5025.50.510.6051

1567.4661475.26MOD34/7/1512C-3C-3453.58951:00pm5:00pm4.00907.1810.05h-hMOD3,54/7/1511C-1/5C-1C-1846.7947:30am9:00am1:00pm5:00pm5.501231.70120.410.511MOD54/7/1511Z-1Z-2430.229:00am12:00m1:00pm5:00pm7.00491.681483371730.60352630.56MOD34/8/1512C-3C-3C-2949.94857:30am10:30am1:00pm5:00pm7.001085.66h-h0.9510.421MOD34/8/15111C-1C-1C-11213.6287:30am12:00m1:00pm5:00pm8.501142.2425.50.520.111MOD54/8/1511Z-2401.667:30am9:00am1:00pm5:00pm5.50584.2357.572565.23652812.13MOD34/9/1512C-2C-47:30am10:30am1:00pm5:00pm7.000.002130.60.4MOD34/9/15111C-1C-17:30am12:00m1:00pm5:00pm8.500.000.51MOD30/04/201511C-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+ 0.1Cap)410.9016356.50237.1512100.1196135.86UBICACINFECHACUADRILLAELEMENTOP(kg)HORADE TRABAJORENDIMIENTO (KG/DIA)Cap.Op.Of.PenHORA (INICIO)HORA(FIN)HORA (INICIO)(HORA FIN)TIEMPO (TRABAJO)MOD1-14/13/15111C-2855.605767:30am12:00m1:00pm5:00pm8.50805.28CUAD-12.4MOD1-14/13/1511C-2C-4C-P454.043927:30am12:00m1:00pm5:00pm8.50427.34CUAD-20.0531MOD1-14/13/1511C-1842.348287:30am12:00m1:00pm5:00pm8.50792.80CUAD-32.05A.C.U:1857.14 KG/DIA2025.41MOD1-24/14/1511C-2C-2C-2873.430887:30am12:00m1:00pm5:00pm8.50822.05CUAD-20.9510.5MOD1-24/14/1512C-1C-3C-21114.21067:30am12:00m1:00pm5:00pm8.501048.67CUAD-30.9520.7MOD1-24/14/15111C-1C-1924.52867:30am12:00m1:00pm5:00pm8.50870.14CUAD-120.25A.C.U:1857.14 KG/DIA2740.87MOD2-34/15/1512C-2C-2C-3(3)C-1(3)958.30067:30am12:00m1:00pm5:00pm8.50901.930.3120.0513-Apr2025.41327.21MOD2-34/15/1511C-2C-2C-2(3)855.605767:30am12:00m1:00pm5:00pm8.50805.2814-Apr2740.87442.790.510.915-Apr2770.72415.40MOD2-34/15/15111C-1C-1C-1(3)1129.97947:30am12:00m1:00pm5:00pm8.501063.5116-Apr2280.63368.440.751117-Apr2095.48314.16A.C.U:2000.00 KG/DIA2770.72MOD34/16/1511C-1C-1801.258127:30am12:00m1:00pm5:00pm8.50754.130.951MOD34/16/1511C-2C-2142.600969:40am10:50m4:10pm5:00pm1.99573.270.10.3MOD34/16/15111C-2C-4376.526329:40am10:50m3:00pm5:00pm3.16953.2310.2A.C.U:1857.14KG/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 trabajadoreses debido a que no se encontraron al 100% abocados a su funcionpues , se encotraron apoyando directamente en el izamiento de lascolumnas.

MOD 2B4/20/1512C-6C-6817.27:30am12:00m1:00pm5:00pm8.50769.13MOD2B25.5Z-1/1Z-2/1Z-3/130.6C-4C-5C-6C-7244.3550.0225.54MOD2B4/20/1511C-578.037:30am8:30am1:00pm5:00pm1.00624.24260.1260.1227120.339.5MOD2B4/20/15111C-4260.11:00pm5:00pm4.00520.20C-1C-2C-31451.9357.9292.11155.33A.C.U:2000 KG/DIA1913.57MOD2B4/21/1511C-6C-5C-5532.977:30am12:00m1:00pm2:00pm5.50775.23h-h0.410.711MOD2B/2A4/21/1511C-5C-5C-1713.317:30am12:00m1:00pm5:00pm8.50671.35170.710.615MOD14/21/15111Z-1Z-2Z-3648.517:30am10:30am4:00pm5:00pm5.001037.62435731894.79A.C.U:2000 KG/DIA2484.20MOD2B4/22/1512C-5C-3C-3603.819:00am9:30am11:30am5;00pm6.00805.08h-h0.310.818MOD2A4/22/1511C-1C-1C-11039.377:30am10:30am11:00am5:00pm8.001039.37160.410.918MOD1/2A4/22/15111Z-1Z-2C-2483.199:00am9:30am11:30am5;00pm6.00644.25523702126.37A.C.U:2000 KG/DIA2488.70MOD2A4/23/1511C-3C-3C-3642.6210:00am12:00m1:00pm3:30pm4.501142.44h-h0.2119MOD2A4/23/1511C-1C-1C-2819.27:30am12:00m1:00pm4:00pm7.50873.81150.110.9C-1C-2C-317MOD2A4/23/1511C-2C-2C-2715.87:30am12:00m1:00pm5:00pm8.50673.69451.9357.9292.1410.910.12177.62A.C.U:1714.28 KG/DIA2689.94MOD2A4/24/1512C-3292.13:00pm5:00pm2.001168.40h-h16MOD2A4/24/15111C-2C-2357.97:30am10:30m2:30pm5:00pm5.50520.5816.50.10.96MOD2A4/24/1511C-2C-2340.0057:30am8:30am3:00pm5:00pm3.00906.6828.50.90.05990.005A.C.U:2000 KG/DIA2595.66h-h0MOD2A4/25/15111C-2C-2357.97:30am9:30m11:00am1:00pm4.00715.80120.10.93MOD2A4/25/1511C-2143.1611:30am1:00pm1.50763.52150.4501.06A.C.U: 2000KG/DIA1479.32MOD2A/54/27/1511C-3C-2/5C-2/5785.9017:30am12:00m1:00pm5:00pm8.50739.67110.1MOD1/54/27/15111Z-MMR-1C-1/5540.2197:30am12:00m1:00pm5:00pm8.50508.44110.3MOD2A/54/27/1511C-2C-2/5655.097:30am12:00m1:00pm5:00pm8.50616.560.611981.21A.C.U:2000 KG/DIA1864.67MOD5/14/28/1511C-2/5Z-1/1537.0997:30am10:30am4:30pm5:00pm4.001074.200.93MOD5/14/28/15111C-1/5C-1/5Z-MMR-1464.887:30am10:30am4:30pm5:00pm4.00929.760.70.310.3MOD54/28/1511C-2/5224.4557:30am10:30am3.50513.040.51226.434A.C.U: 2000KG/DIA2517.00MOD1/54/29/1512Z-1Z-2C-2/5843.417:30am11:00am3:30pm6:00pm6.501038.04171MOD5/14/29/15111C-1/5MR-1510.6857:30am12:00m1:00pm2:00pm4.50907.880.70.7MOD54/29/1511C-2C-2359.1287:30am11:00am3.50820.860.50.31713.223A.C.U:2000 KG/DIA2766.79MOD24/30/1512Z-4/2Z-5/2Z-6/2247.647:30am12:00m1:00pm4:30pm8.00247.64243MOD5/14/30/15111C-1/5Z-MMR-1637.247:30am12:00m1:00pm4:30pm8.00637.24110.5MOD5/14/30/1511C-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

MOD24/4/1511Z-1/2Z-2/2Z-3/2730.747:30am12:00m1:00pm2:00pm5.501062.89763MOD14/4/1511MR-1172.367:30am12:00m4.50306.420.5MOD5/14/4/1511C-4*/171.157:30am8:30am1.00569.200.5974.251938.51MOD54/5/1511C-2C-2673.3659:30am12:00m1:00pm5:00pm6.50828.7610.5MOD54/5/15111C-1C-1577.2459:30am12:00m1:00pm5:00pm6.50710.4610.5MOD54/5/1511C-2C-2673.3659:30am12:00m1:00pm5:00pm6.50828.7610.51923.9752367.97MOD54/6/15111C-2C-2C-1833.747:30am12:00m1:00pm5:00pm8.50784.700.50.51MOD54/6/15111C-1C-1C-1808.1437:30am12:00m1:00pm5:00pm8.50760.610.510.6

1641.8831545.30MOD34/7/1512C-3C-3470.72551:00pm5:00pm4.00941.4510.05MOD3,54/7/1511C-1/5C-1C-1882.8877:30am9:00am1:00pm5:00pm5.501284.200.410.5MOD54/7/1511Z-1Z-2430.229:00am12:00m1:00pm5:00pm7.00491.68831783.83252717.33MOD34/8/1512C-3C-3C-2983.83657:30am10:30am1:00pm5:00pm7.001124.380.9510.4MOD34/8/15111C-1C-1C-11263.5227:30am12:00m1:00pm5:00pm8.501189.200.520.1MOD54/8/1511Z-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 PARAZAPATASZ-1Z-2Z-3Z-4Z-5Z-MURO45.8239.1729.70230.21206.4086.90UBICACINFECHACUADRILLAELEMENTOP(kg)HORADE TRABAJORENDIMIENTO (KG/DIA)Cap.Op.Of.PenHORA (INICIO)HORA(FIN)HORA (INICIO)(HORA FIN)TIEMPO (TRABAJO)MOD44/17/15233Z-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 lostrabajaodres no se encontraron al 100% abocado a su funcion pues ,se encotraron apoyando directamente al izamiento de lascolumnas.

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 (MODULO1)COLUMNACANT.L(m)kg/mParcial(kg)(kg)/# Col# ColTotal(kg)LTC-1 (L)long=9mREALIZADO 1TOT 1REALIZADO 2TOT 2REALIZADO 3TOT3Longitudinal5/8791.6100.87565/8881.6102.47683/4492.2581432ACEROINGRESADO EN OBRA HASTA12/04/153/4182.251896L(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 seconsidero los aceros del Muro de Cortemientras que para loconsiderado en Obra solo los aceros correspondiente a lascolumnas

MTDO ZAP1METRADO DE ACEROS EN ZAPATAS (MODULO1)ZAPATACANT.L(m)kg/mParcial(kg)kg/# Zap# ZapTotal(kg)Z-1REALIZ1TOTAL1REALIZ 2TOTAL2REALIZ3TOTAL3Longitudinal5/891.461.621.02157.68Transversal5/891.461.621.024157.6842.0512504.5764168.194168.194168.19ACEROINGRESADO EN OBRA HASTA12/04/15Z-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 seconsidero las zapatas del muro denominados Zapata Muromientras quepara lo considerado en Obra solo se considero las zapatascorrespondiente a las columnas

MTDO COL 2METRADO DE ACEROS EN COLUMNAS (MODULO2)COLUMNACANT.L(m)kg/mParcial(kg)(kg)/# Col# ColTotal(kg)LTC-4(CRUZ) REALIZADO 1TOT1Longitudinal5/888.381.6107.26467.045/847.381.647.23229.521/247.38129.5229.52LDES(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 seconsidero los aceros del Muro de Cortemientras que para loconsiderado en Obra solo los aceros correspondiente a lascolumnas

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

ZAPATACANT.L(m)kg/mParcial(kg)kg/# Zap# ZapTotal(kg)CONTEO1MTDO1LTZ-4Longitudinal5/881.361.617.4110.88ACERO INGRESADO EN OBRAHASTA12/04/15Transversal5/881.361.617.40810.88L(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 seconsidero las zapatas del muro denominados Zapata Muromientras quepara lo considerado en Obra solo se considero las zapatascorrespondiente a las columnas

MTDO COL 3AMETRADO DE ACEROS EN COLUMNAS(MODULO3)COLUMNACANT.L(m)kg/mParcial(kg)(kg)/# Col#ColTotal(kg)LTC-1REALIZADO 1TOT1Longitudinal3/4592.25101.252705/828.31.626.5699.65/8671.667.23/478.32.25130.7255/8491.657.6216LDES(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 seconsidero los aceros del Muro de Cortemientras que para loconsiderado en Obra solo los aceros correspondiente a lascolumnas

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)conteo1L/undC-1 (L) long=9mLongitudinal5/8891.6115.2288ACERO INGRESADO ENOBRA HASTA12/04/153/4892.25162288L(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 deCorteLongitudinal3/83090.59159.32703/8304.50.5979.65135Transversal1/21003.471347347585.951585.950ColumnetaLongitudinal3/841.540.593.63Transversal1/420.460.320.293.93

TOTAL(Kg)=5754.794

METRADO(kg)DescripcinEXPTEGABINETEOBRA5489.375626.155754.794Diferencia265.424128.644—%104.84102.29Obs:Para el metrado que corresponde al Expediente y Gabiente seconsidero los aceros del Muro de Concreto Armadomientras que paralo considerado en Obra solo los aceros correspondiente a lascolumnas

MTDO ZAP4METRADO DE ACEROS EN ZAPATAS (MODULO 4)

ZAPATACANT.L(m)kg/mParcial(kg)kg/# Zap# ZapTotal(kg)CONTEO1MTDO1LTZ-1Longitudinal5/8101.461.623.3629.2ACERO INGRESADO EN OBRAHASTA12/04/15Transversal5/891.561.622.46428.08L(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 seconsidero las zapatas del muro denominados Zapata Muromientras quepara lo considerado en Obra solo se considero las zapatascorrespondiente a las columnas

MTDO COL5METRADO DE ACEROS EN COLUMNAS (MODULO5)

COLUMNACANT.L(m)kg/mParcial(kg)(kg)/# Col# ColTotal(kg)conteo1L/undC-1 (L) long=9mLongitudinal3/4592.25101.25360ACERO INGRESADOEN OBRA HASTA12/04/153/437.62.2551.30182.4L(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 seconsidero los aceros del Muro de Concreto Armadomientras que paralo considerado en Obra solo los aceros correspondiente a lascolumnas

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

ZAPATACANT.L(m)kg/mParcial(kg)kg/# Zap# ZapTotal(kg)CONTEO1MTDO1LTZ-1Longitudinal5/881.261.616.1380.64ACERO INGRESADO EN OBRAHASTA12/04/15Transversal5/881.261.616.12880.64L(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 seconsidero las zapatas del muro denominados Zapata Muromientras quepara lo considerado en Obra solo se considero las zapatascorrespondiente a las columnas

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