Hoja1

PUENTE PUMAHUASIPRECIOPERFILESMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONdbftftwLONG.PESOAREAAREAPeso(Kg)($)($)(m)(kg/m)m21ASTMA-513Tuberia Galv.Baranda Peatonal90.003.000.00.05.406.450.281.5334.833.50121.91C.D.121.91Gastos generales (50%)60.95215.76Utilidad (10%)12.1943.15SUB TOTAL ($)195.05690.46T.C.3.54SUB TOTAL (S/.)690.46

PUENTE THINKERPRECIOPERFILESMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONdbftftwLONG.PESOAREAAREA (m2)Peso(Kg)($)($)(m)(kg/m)(m2)1ASTMA-513Tuberia Galv.Baranda Peatonal115.003.000.00.02.008.360.360.7216.723.5058.52PLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)(Pulg)(mm)(m)(m)pza(kg/m)(m2)1ASTMA-709 Gr 50PlanchaTapa Junta Dentada3/4"19.050.4414.401.00948.236.346.34948.233.503,318.81C.D.3,377.33Gastos generales (10%)337.73Utilidad (10%)337.73SUB TOTAL ($)4,052.79T.C.3.54SUB TOTAL (S/.)14,346.86

PUENTE CHOLONPRECIOPERFILESMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONdbftftwLONG.PESOAREAAREA (m2)Peso(Kg)($)($)(m)(kg/m)(m2)1LAMINADOS EUROPEOSUPN-240Canal CDiagonal240.0085.0013.009.505.1533.200.412.11170.983.50598.432LAMINADOS EUROPEOSUPN-180Canal CBrida Inferior180.0070.0011.008.0010.3022.000.323.30226.603.50793.10PLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)(Pulg)(mm)(m)(m)pza(kg/m)(m2)3ASTMA-709 Gr 50PlanchaAlma de montante3/8"9.520.2650.4004.007.930.110.4231.713.50110.994ASTMA-709 Gr 50PlanchaBase de montante3/8"9.520.3000.3004.006.730.090.3626.923.5094.225ASTMA-709 Gr 50PlanchaConectora de Diagonal3/8"9.520.2000.2406.003.590.050.2921.543.5075.396ASTMA-709 Gr 50PlanchaConectora de Brida Inferior3/8"9.520.1600.5002.005.980.080.1611.973.5041.907ASTMA-709 Gr 50PlanchaJunta de Dilatacion1/2"12.700.35014.4001.00502.855.045.04502.853.501,759.988ASTMA-709 Gr 50PlanchaTapa Junta Dentada3/4"19.050.4407.2001.00474.110.093.17474.113.501,659.39C.D.5,133.38Gastos generales (10%)513.34Utilidad (10%)513.34SUB TOTAL ($)6,160.06T.C.3.54SUB TOTAL (S/.)21,806.61

PUENTE PREVISTOPRECIOPERFILESMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONdbftftwLONG.PESOAREAAREA (m2)Peso(Kg)($)($)(m)(kg/m)(m2)1ASTMA-513AnguloBaranda120x700.06.350.024.009.470.194.56227.283.50795.482ASTMA-513AnguloBaranda70.000.06.350.036.006.980.145.04251.283.50879.483ASTMA-513AnguloArriostre Inferior90.000.06.350.012.008.970.182.16107.643.50376.74PLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)(Pulg)(mm)(m)(m)pza(kg/m)(m2)4ASTMA-709 Gr 50PlanchaAlma de montante1/2"12.700.2401.2004.0028.730.291.15114.943.50402.295ASTMA-709 Gr 50PlanchaAlma de montante3/8"9.520.2700.40010.008.080.111.0880.773.50282.706ASTMA-709 Gr 50PlanchaBase de montante1/2"12.700.3000.3004.008.980.090.3635.923.50125.727ASTMA-709 Gr 50PlanchaBase de montante3/8"9.520.1800.30010.004.040.050.5440.393.50141.378ASTMA-709 Gr 50PlanchaJunta de Dilatacion3/4"19.050.2407.2001.00258.611.731.73258.613.50905.149ASTMA-709 Gr 50PlanchaJunta de Dilatacion3/4"19.050.1703.6001.0091.600.610.6191.593.50320.5710ASTMA-709 Gr 50PlanchaAla superior de viga transversal5/8"15.880.2400.50018.0014.970.122.16269.383.50942.8311ASTMA-709 Gr 50PlanchaAlma de viga transversal1/2"12.700.5900.75018.0044.150.447.97794.683.502,781.3812ASTMA-709 Gr 50PlanchaAla inferior de viga transversal3/4"19.050.2400.50018.0017.960.122.16323.263.501,131.41C.D.9,085.09Gastos generales (10%)908.51Utilidad (10%)908.51SUB TOTAL ($)10,902.11T.C.3.54SUB TOTAL (S/.)38,593.47

PUENTE MOTELOPRECIOPERFILESMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONdbftftwLONG.PESOAREAAREA (m2)Peso(Kg)($)($)(m)(kg/m)(m2)1ASTMA-513Tuberia GalvBaranda Peatonal90.003.000.00.02.006.450.280.5712.903.5045.15PLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)(Pulg)(mm)(m)(m)pza(kg/m)(m2)2ASTMA-709 Gr 50PlanchaJunta de dilatacion1/2"12.700.35010.8001.00377.143.783.78377.143.501,319.993ASTMA-709 Gr 50PlanchaTapa Junta dentada3/4"19.050.44014.4001.00948.236.346.34948.233.503,318.81C.D.4,683.95Gastos generales (10%)468.39Utilidad (10%)468.39SUB TOTAL ($)5,620.73T.C.3.54SUB TOTAL (S/.)19,897.37

PUENTE CHESSMAN IIPRECIOPLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)(Pulg)(mm)(m)(m)pza(kg/m)(m2)1ASTMA-709 Gr 50PlanchaTapa junta dentada3/4"19.050.1207.2001.00129.300.860.86129.303.50452.55C.D.452.55Gastos generales (50%)226.28Utilidad (10%)45.26SUB TOTAL ($)724.09T.C.3.54SUB TOTAL (S/.)2,563.28

PUENTE CHESSMAN IPRECIOPLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)(Pulg)(mm)(m)(m)pza(kg/m)(m2)1ASTMA-709 Gr 50PlanchaJunta de dilatacion1/2"12.700.35010.8001.00377.143.783.78377.143.501,319.992ASTMA-709 Gr 50PlanchaTapa junta dentada3/4"19.050.44014.4001.00948.236.346.34948.233.503,318.81C.D.4,638.80Gastos generales (10%)463.88Utilidad (10%)463.88SUB TOTAL ($)5,566.56T.C.3.54SUB TOTAL (S/.)19,705.60

PUENTE AGUAYTIAPRECIOPERFILESMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONdbftftwLONG.PESOAREAAREA (m2)Peso(Kg)($)($)(m)(kg/m)(m2)1ASTMA-153Tuberia GalvBaranda Peatonal115.003.000.00.05.008.360.362.0246.823.50163.872ASTMA-153Tuberia GalvBaranda Peatonal90.003.000.00.011.206.450.283.1772.243.50252.843Laminado EuropeoIPN 400VigaBrida Inferior400.00118.0021.6014.403.0092.401.273.81277.203.50970.20PLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)FALTAN LOS PERNOS(Pulg)(mm)(m)(m)pza(kg/m)(m2)4ASTMA-36PlanchaConexin de Brida Inferior5/8"15.880.4500.6502.0036.480.290.5972.963.50255.365DIN 6915HV M24TuercaEstructural6DIN 6916HV M24ArandelaEstructural7DIN 6914HV 10 KPernoEstructural8DIN 6915HV M24PernoSusupensores de juntaC.D.1,642.27Gastos generales (10%)164.23Utilidad (10%)164.23SUB TOTAL ($)1,970.73T.C.3.54SUB TOTAL (S/.)6,976.38

PUENTE HUACAMAYO

PRECIOPLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)(Pulg)(mm)(m)(m)pza(kg/m)(m2)4ASTMA-709 Gr 50PlanchaJunta de dilatacion3.17474.113.501,659.39C.D.1,659.39Gastos generales (10%)165.94Utilidad (10%)165.94SUB TOTAL ($)1,991.27T.C.3.54SUB TOTAL (S/.)7,049.08

PUENTE CHIO

PRECIOPLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)(Pulg)(mm)(m)(m)pza(kg/m)(m2)4ASTMA-709 Gr 50PlanchaJunta de dilatacion0.5440.393.50141.37C.D.141.37Gastos generales (10%)14.14Utilidad (10%)14.14SUB TOTAL ($)169.65T.C.3.54SUB TOTAL (S/.)600.54

PUENTE SAN ALEJANDROPRECIOPERFILESMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONdbftftwLONG.PESOAREAAREA (m2)Peso(Kg)($)($)(m)(kg/m)(m2)1ASTMA-36Angulo(Doble) Parante de Baranda22.181,106.263.503,871.911ASTMA-36AnguloBaranda50.692,528.603.508,850.102ASTMA-572 W 14 X 61VigaSeparadora de nudo5.17275.103.50962.852ASTMA-572 W 10 X 39VigaArriostre transversal superior10.79477.243.501,670.342ASTMA-572AnguloConcetor de VT a Brida Inferior4.50448.973.501,571.403ASTMA-36AnguloArrisotre superior8.64646.523.502,262.823ASTMA-36AnguloArriostre inferior4.00299.313.501,047.59PLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)(Pulg)(mm)(m)(m)pza(kg/m)(m2)4ASTMA- 709 Gr 52PlanchaAmarre de Nudos de Arranque6.721,005.693.503,519.925ASTMA- 709 Gr 52PlanchaAlma viga transversal15.021,498.063.505,243.216ASTMA- 709 Gr 52PlanchaAla superior viga transversal5.25785.703.502,749.957ASTMA- 709 Gr 52PlanchaAla inferior de viga transversal5.78864.273.503,024.958ASTMA- 709 Gr 52PlanchaAlma de montantes7.29545.503.501,909.259ASTMA- 709 Gr 52PlanchaAla de montante1.82272.753.50954.6310ASTMA- 709 Gr 52PlanchaAla de montante2.22276.873.50969.0511ASTMA- 709 Gr 52PlanchaPlancha de amarre de montante13.781,031.143.503,608.9912ASTMA- 709 Gr 52PlanchaAmarre de Nudos 20.362,031.143.507,108.9912ASTMA- 709 Gr 52PlanchaConectora de arriostre superior0.98121.603.50425.6012ASTMA- 709 Gr 52PlanchaAlma de diagonal5.83581.873.502,036.5512ASTMA- 709 Gr 52PlanchaAla de diagonal6.75841.823.502,946.3712ASTMA- 709 Gr 52PlatinaArriostre inferior5.28526.793.501,843.777DIN 6914HV 10 KPernoEstructural5DIN 6915HV M24TuercaEstructural6DIN 6916HV M24ArandelaEstructural7DIN 6914HV 10 KPernoEstructural5DIN 6915HV M22TuercaEstructural6DIN 6916HV M22ArandelaEstructuralC.D.56,578.20Gastos generales (10%)5,657.82Utilidad (10%)5,657.82SUB TOTAL ($)67,893.84T.C.3.54SUB TOTAL (S/.)240,344.19PUENTE AGUAYTILLO

PRECIOPLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)(Pulg)(mm)(m)(m)pza(kg/m)(m2)4ASTMA-709 Gr 50PlanchaJunta de dilatacion2.70202.043.50707.14C.D.707.14Gastos generales (50%)353.57Utilidad (10%)70.71SUB TOTAL ($)1,131.42T.C.3.54SUB TOTAL (S/.)4,005.23PUENTE YANAYACU

PRECIOPLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)(Pulg)(mm)(m)(m)pza(kg/m)(m2)4ASTMA-709 Gr 50PlanchaJunta de dilatacion2.16161.633.50565.71C.D.565.71Gastos generales (50%)282.85Utilidad (10%)56.57SUB TOTAL ($)905.13T.C.3.54SUB TOTAL (S/.)3,204.14PUENTE NESHUYAPRECIOPERFILESMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONdbftftwLONG.PESOAREAAREA (m2)Peso(Kg)($)($)(m)(kg/m)(m2)1ASTMA-513Tuberia GalvBaranda Peatonal9.05206.403.80784.32PLANCHASMATERIALDIMENSIONES (mm)PARCIALESSUB TOTALUNITARIOPARCIALITEMNORMADESIGNACIONDESCRIPCIONESPESORESPESORANCHOLARGOCANT.PESOAREAAREAPeso(Kg)($)($)(Pulg)(mm)(m)(m)pza(kg/m)(m2)1ASTMA-36PlanchaBase de baranda0.147.183.5025.132DIN 6914HV 10 KPernoEstructural3DIN 6915HV M16TuercaEstructural4DIN 6916HV M16ArandelaEstructural5DIN 6914HV 10 KPernoEstructural6DIN 6915HV M24TuercaEstructural7DIN 6916HV M24ArandelaEstructural8ASTMF-346TuercaPara pernos de anclajeC.D.809.45Gastos generales (50%)404.73Utilidad (10%)80.95SUB TOTAL ($)1,295.13T.C.3.54SUB TOTAL (S/.)4,584.76

SUMINISTRO E INSTALACION DE: PERNOS, TUERCAS Y ARANDELASSUB TOTAL (S/.)38,763.00

SUB TOTAL GENERALS/.423,130.98I.G.V. (18%)S/.76,163.58TOTALS/.499,294.55

Hoja2COTIZACIONPRECIOSUB TOTALUNITARIOPARCIALDESCRIPCIONPeso(Kg)($)($)

PUENTE THINKER16.722.0033.44SUB TOTALUNITARIOPARCIALAREAPeso(Kg)($)($)

6.34948.232.001896.46C.D.1929.9Gastos generales (10%)192.99Utilidad (10%)192.99SUB TOTAL ($)2315.88T.C.3.54SUB TOTAL (S/.)8,198.22

Hoja3