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ESTRUCTURAS METALICAS sebasHOJA DE METRADOS ESPECIALIDAD DE ESTRUCTURASESTRUCTURAS METALICASPROYECTO:RESTAURACION DEL TEATRO MUNICIPAL DE LIMAOBRA:CAJA ESCENICAFECHA:OCTUBRE DEL 2009CodigoELEMENTOCant.ACEROAreaPeso Kg/mDenominacinElem.Peso Kg/mCant.Long.Total Kgr=7850Kg/m301.13.01ESTRUCTURA PISO DE ESCENARIOCodigoELEMENTOUnd.Cant.ACERODenominacinElem.Densidad kg/mCant.Long.Total KgVIGA W21X62#ml191.5001.0019.101747.65VIGA W16X36#ml154.00011.0015.419153.54VIGA W8X15#ml122.5003.0019.101289.25PL75x500x9.5m22274.582.000.08246.1L4"x1/4"ml229.804.000.24207.0PL350x450x12.7m22299.701.000.16345.4PL350x580x12.7m2199.702.000.2040.5PL200x250x9.5m2874.581.000.0529.8L3"x3/16"kg165.451.000.108.7PL250x400x12.7m2899.701.000.0539.9TOTAL13,108kg01.13.02ESTRUCTURA METALICA HOMBROSCodigoELEMENTOUnd.Cant.ACERODenominacinElem.Densidad kg/mCant.Long.Total KgPISO NPT +12.8028188VP2 - VS350 x 900 x 25 x 9.512628.00VS350 x 900 x 25 x 9.5kg42051.0015.4012628.00Unin detalle H3PL16m22125.602.000.48241.15241.15PL200x450x20mmm22157.002.000.0956.52L100x100x10m214.584.000.7081.65Pernos f1"x350mmm27.9820.000.35111.78VS2-W12"x22#W12"x22#ml4833.001.006.009504.00Unin detalle H1PL150x900x9.5mmm232157.002.000.141356.48L100x100x6m329.824.000.30377.09Pernos f5/8"x2.5"und323.1432.000.10321.54Unin detalle H2PL12.5m23294.201.000.16474.77L100x100x6m329.822.000.35219.97Pernos f3/4"x350mmm324.526.000.35303.74Pernos f5/8"x2.5"und323.144.000.1040.19PISO NPT +17.80VP2 - VS350 x 900 x 25 x 9.512628.00VS350 x 900 x 25 x 9.5kg42051.0015.4012628.00Unin detalle H3PL16m22125.602.000.48241.15PL200x450x20mmm22157.002.000.0956.52L100x100x10m214.584.000.7081.65Pernos f1"x350mmm27.9820.000.35111.78VS2-W12"x22#W12"x22#kg4633.001.006.009108.00Unin detalle H2PL12.5m23294.201.000.16474.77L100x100x6m329.822.000.35219.97Pernos f3/4"x350mmm324.526.000.35303.74Pernos f5/8"x2.5"und323.144.001.00401.92SALA DE DIMMER +6.80VP3 - VS350 x 900 x 16 x 8VS350 x 900 x 25 x 9.5ML11451.0015.402233.00Unin detalle J3PL16m22125.602.000.48241.15PL200x450x20mmm22157.002.000.0956.52L100x100x10m214.584.000.7081.65Pernos f1"x350mmm27.9820.000.35111.78VS2-W12"x19#W12"x19#ml728.501.004.50897.75Unin detalle J2PL12.5m21494.201.000.16207.71L100x100x6m149.822.000.3596.24Pernos f3/4"x350mmm144.526.000.35132.89Pernos f5/8"x2.5"und143.144.001.00175.84TOTAL53,579kg01.13.03ESTRUCTURA METALICA PEINE Y CONTRAPEINECALCULOS PARCIALESCodigoELEMENTOUnd.Cant.ACEROCantidadEspesorAltoLargoDenominacinElem.Densidad kg/mCant.Long.Total KgVIGAS PRINCIPAL VCP01kg2347.001.0015.4110,694.5t(m)(m)Peso KgPL150x1500x12.7m2299.707.000.23314.0VIGA CAIDAPL1200x300x20m22157.002.000.36226.110.01271.51149.5425VIGAS CAIDA VCP02kg8244.001.0015.4130,080.320.020.3194.2PL100x1500x9.5m2874.5812.000.151,073.9243.7425kg/m3753.6345201.35253954.987PL150x1500x9.5m2874.5810.000.231,342.4PL150x1500x12.7m2899.704.000.23717.8VIGA PRINCIPALPL300x300x20m28157.002.000.09226.110.01591.51187.2225VIGAS VCP03kg2237.001.0015.417,304.320.02540.41159.512PL12.7 Apoyokg299.702.000.60239.3346.7345kg/m5339.7113269.17655608.8878VIGA TRANSVERSAL VA1 16"X36#kg754.005.002.604,914.0L 4"x4"1/4"kg79.805.002.60891.8VIGA VCP03L 3"x3"1/4"kg77.2910.001.27648.110.01270.8179.756PL275x200x9.5mmm2774.5810.000.06287.120.0250.41157PL150x400x9.5mmm2774.585.000.06156.6236.756kg/mVIGA TRANSVERSAL VA2 16"X36#kg754.002.001.801,360.8L 4"x4"1/4"kg79.802.001.80247.03477.94564L 3"x3"1/4"kg77.294.001.50306.2PL275x200x9.5mmm2774.584.000.06114.8VIGA hombroPL150x200x9.5mmm2774.584.000.0362.610.00950.9167.1175VA3 2L 4"x4"1/4"kg219.607.000.80219.520.0250.351137.375PL150x150x9.5mmm2274.5814.000.0247.0204.4925kg/mTensores o ColgadoresWT8"x28.5#kg4042.751.000.25427.5VIGA DIMMERL 2"x5/16"kg405.832.002.441,136.510.0080.9156.52W 8"x31"kg3046.501.000.25348.820.0160.35187.92PEINE144.44kg/mVigas Peine U10"x15.3#kg922.952.0015.696,481.5Vigas Peine W8"x10#kg1115.007.002.402,772.0Entramado PeinePUENTE GRUATubos 2"x3"x3mmkg15.8982.0015.697,574.7214.4320.00950.6189.4920.020.3194.2TOTAL80,215kg183.69kg/m01.13.04ESTRUCTURA PUENTES GRUACodigoELEMENTOUnd.Cant.ACERODenominacinElem.Densidad kg/mCant.Long.Total KgMONOVIGA CAJON s1-s1kg1184.0001.0014.652695.60VGA CARRILERA 12"x53#kg173.5002.0014.502131.50TESTERAkg167.1182.002.40322.16PL250x450x16m21125.606.000.1184.8Rielkg113.502.0014.00378.0TOTAL5,612kg01.13.05ESTRUCTURA PLATAFORMA DE FOSO DE ORQUESTACodigoELEMENTOUnd.Cant.ACERODenominacinElem.Densidad kg/mCant.Long.Total KgVIGA W16X36#kg254.0002.0014.003024.00VIGA W8X15#kg1622.5001.003.001080.00VIGA W18X10#kg1615.0001.001.80432.00VIGA W18X10#kg415.0001.003.00180.00TOTAL4,716kg01.13.06PUENTE DE OPERACIONES E ILUMINACION INCL BarandasCodigoELEMENTOUnd.Cant.ACERODenominacinElem.Densidad kg/mCant.Long.Total KgVIGA W10x33#kg349.5003.0014.706548.85Tubo 2"x2"kg34.71025.002.00706.50Tubo 1"x2"kg33.5332.0014.70311.57L1 1/2"x 1/2"x3/16"kg32.8474.0014.70502.26VIGA W10x33#kg149.5002.0015.611545.39Tubo 2"x2"kg14.71027.000.90114.45Tubo 1"x2"kg13.5332.0015.61110.28BarandasTubo 2"x2"kg34.71026.001.20440.86Tubo Red. Non. 1 1/2"kg33.9104.0014.70689.72Tubo 2"x2"kg14.71028.001.20158.26Tubo Red. Non. 1 1/2"kg13.9102.0015.61122.07Tubo Red. Non. 1 1/2"kg33.91088.000.50516.12PL estriada 4mmm2131.4001.0071.652249.87TOTAL14,016Kg01.13.07PUENTE DE TRANSFERENCIA inc BarandasPeso Kg/mCant.Long.Total KgVIGA W10x49#kg173.5002.0014.702160.90Tubo 2"x2"kg14.71050.002.00471.00Tubo 1"x2"kg13.5332.0014.70103.86VIGA W10x33#kg149.5002.0017.201702.80Tubo 2"x2"kg14.71029.000.90122.93Tubo 1"x2"kg13.5332.0017.20121.52BarandasTubo 2"x2"kg14.71013.001.2073.48Tubo Red. Non. 1 1/2"kg13.9103.0014.70172.43Tubo 2"x2"kg14.71028.001.20158.26Tubo Red. Non. 1 1/2"kg13.9102.0017.20134.50PL estriada 4mmm2131.4001.0038.281201.99TOTAL6,424Kg01.13.09PUENTES DE MANIOBRA PEINE Y CONTRAPEINE CON PLANCHA ESTRIADACodigoELEMENTOUnd.Cant.ACERODenominacinElem.Densidad kg/mCant.Long.Total KgPuente Maniobra Izquierda DerechoContrapeineVigas Peine W8"x10#kg215.0012.002.60936.0Tubos 2"x3"x3mmkg25.897.0015.691,293.2BarandaTubo Red. Non. 1 1/2"kg23.91014.000.9098.53Tubo Red. Non. 1 1/2"kg23.9102.0015.69245.39Puente Maniobra TablerosTubos 2"x2"kg14.7140.001.50282.6PL estriada 3mmm2123.5501.0023.54554.25BarandaTubo Red. Non. 1 1/2"kg13.91014.000.9049.27Tubo Red. Non. 1 1/2"kg13.9102.0015.69122.70Puente Maniobra Posterior 1 y 2Tubos 2"x2"kg24.7142.001.20474.8PL estriada 3mmm2223.5501.0019.92938.23BarandaTubo Red. Non. 1 1/2"kg23.91014.000.9098.53Tubo Red. Non. 1 1/2"kg23.9102.0016.20253.37TOTAL5,347kg01.13.10TORRES DE EMBOCADURACant.AnchoLong.Total mlTorres de tubo 1-1/2" nominal2.000-9.0018.00TOTAL18ml01.13.11ESCALERAS MARINASCant.AnchoLong.Total mlESCALERA MARINAS1.000-52.0052.00TOTAL52.00ml01.13.12BARANDAS METALICASCant.AnchoLong.Total mlNivel + 6.18 Tercera Planta HombrosEJES M1 y M64.000-6.4025.60EJES 8 y 92.000-11.4922.98PeineBarandas Laterales2.000-15.6931.38TOTAL80ml01.13.08ESTRUCTURA DOMOCodigoELEMENTOUnd.Cant.ACERODenominacinElem.Densidad kg/mCant.Long.Total KgArmadura 01Tubo 4"x4"X3mmml59.4201.0018.20857.22Tubo 4"x4"X3mmml59.4202.005.80546.36Tubo 4"x4"X3mmml59.4201.0011.15525.17Armadura 02Tubo 4"x4"X3mmml29.4201.0015.20286.37Tubo 4"x4"X3mmml29.4201.0014.34270.17Tubo 4"x4"X3mmml29.4202.006.00226.08Tubo 4"x4"X3mmml29.4202.003.85145.07Tubo 2"x2"X3mmml24.7108.004.40331.58Armadura 03Tubo 3"x3"X3mmml27.0651.0015.20214.78Tubo 3"x3"X3mmml27.0651.0014.34202.62Tubo 3"x3"X3mmml27.0652.006.00169.56Tubo 2"x2"X3mmml24.7108.002.10158.26Tubo 2"x2"X3mmml24.7104.000.7528.26Diagnales Tubo 3"x3"X3mmml47.0654.006.00678.24Armadura 03Tubo 3"x3"X3mmml27.0651.0015.20214.78VIGUETASTubo 3"x3"X2.5mmml45.88840.004.003768.00Tubo 3"x3"X2.5mmml45.88810.002.00471.00Tubo 3"x3"X2.5mmml35.88820.004.001413.00Tubo 3"x3"X2.5mmml45.88810.002.00471.00TOTAL10,978kg01.13.08ESTRUCTURA TECHO DE ESCENARIOCodigoELEMENTOUnd.Cant.ACERODenominacinElem.Densidad kg/mCant.Long.Total KgVIGA W24x68#kg173.5009.0015.6110326.02PL250x650x12.7m2174.589.000.16109.1L 4"x1/4"kg19.8018.000.5088.2TOTAL10,523kg01.13.08ESCALERAS DE MANIOBRAS INC. BARANDASCodigoELEMENTOUnd.Cant.ACERODenominacinElem.Densidad kg/mCant.Long.Total KgU 10X15.3ml222.9501.0096.004406.4010.6666666667Tubo 2"x2"ml24.710162.001.201831.25Tubo Red. Non. 1 1/2"ml23.9104.0096.003002.88Tubo 4"x4"X3mmml29.4201.006.00113.044731.39Tubo 3"x3"X3mmml27.0651.0015.00211.952838.834PL estriada 4mmm2131.4001.0086.402712.96PL 3/8" 0.275*0.275m2174.57516.000.21246.10TOTAL12,525kg01.13.16ESTRUCTURA CAMARA ORQUESTALCodigoELEMENTOUnd.Cant.ACERODenominacinElem.Densidad kg/mCant.Long.Total KgTubo 4"x8"x2.5mmml111.7756.0010.10713.57Tubo 4"x8"x2.5mmml111.7755.002.80164.85Tubo 2"x6"x2.5mmml87.8506.001.50565.20Tubo 2"x4"x2.5mmml15.8889.002.80148.37PL 3/8" 0.25*0.25m2174.5756.000.0627.97PL 3/8" 0.25*0.25m2174.5755.000.0623.30PL 1/4" 0.20*0.20m2149.45516.000.0431.65TOTAL1,675kgCAJA ESCENICA TEATRO MUNICIPALRESUMEN ESTRUCTURA METALICAITEMDESCRIPCIONUNDcant.01.13.01ESTRUCTURA PISO DE ESCENARIOkg13,10801.13.02ESTRUCTURA METALICA HOMBROSkg53,57901.13.03ESTRUCTURA METALICA PEINE Y CONTRAPEINEkg80,21501.13.04ESTRUCTURA PUENTES GRUAkg5,61201.13.05ESTRUCTURA PLATAFORMA DE FOSO DE ORQUESTAkg4,71601.13.06PUENTE DE OPERACIONES E ILUMINACION INCL Barandaskg14,01601.13.07PUENTE DE TRANSFERENCIA inc Barandaskg6,42401.13.09PUENTES DE MANIOBRA PEINE Y CONTRAPEINE CON PLANCHA ESTRIADAkg5,34701.13.10TORRES DE EMBOCADURAml1801.13.11ESCALERAS MARINASml52.0001.13.12BARANDAS METALICASml8001.13.13ESTRUCTURA TECHO DE ESCENARIOkg10,52301.13.14ESTRUCTURA DOMOkg10,97801.13.15ESCALERAS DE MANIOBRA INC. BARANDASkg12,52501.13.16ESTRUCTURA DEPOSITO CAMARA ORQUESTALkg1,675

Hoja1REQUERIMIENTO DE MATERIALESPISO ESCENARIODenominacinLong.Cant.W21X62#30'1W21X62#40'1W16X36#30'22W8X15#30'6PL 1/2" x 4'x8'2PL 5/8" x 4'x8'2HOMBROSVP3Long.Cant.areaNro PlanchasPL 16mm x 1500mmx6000mm210.78m21.1977777778PL 8mm x 1800mmx6000mm213.86m21.2833333333Long.Cant.Long TotalNro VigasW12X19#30'427.023.0022222222DenominacinLong.Cant.areaNro PlanchasVP2PL 25mm x 1500mmx6000mm1086.24m210.2666666667PL 9.5mm x 1800mmx6000mm1011