Analisis de Metrados

Embed Size (px)

DESCRIPTION

Formato

Citation preview

DIF MET

PROYECTO:CONDOMINIO "SOL DE CHOSICA"PRESUPUESTO:ESTRUCTURAS ANALISIS POR PRECIOS DE METRADOS ( PROPIOS)FECHA :AGOSTO 2014LINEA BASE AJUSTADAANALISIS POR METRADOS

ITEMDESCRIPCIONUNIDCANT.P.U. S/.MONTOCANT.P.U. S/.MONTOVAR

1.00OTPOBRAS Y TRABAJOS PRELIMINARES1.02P-2CASETA P/OFICINA, GUARDIANIA Y DEPOSITOM282.00197.1416,165.4882.00197.1416,165.480.001.03P-3BAOS Y DUCHAS PROVISIONALES PARA LA OBRAmes24.00726.3217,431.6824.00726.3217,431.680.001.05P-5TRANSPORTE DE MATERIALES Y EQUIPOSGLB1.00200,000.00200,000.001.00200,000.00200,000.000.001.06P-6TRAZO Y REPLANTEO C/ EQUIPO M233,602.342.6689,382.2214,880.582.6639,582.3449,799.88

2.00MOTMOVIMIENTO DE TIERRAS2.01P-7EXCAV. PARA CISTERNA T.N. H=MAS 2.00M. PROFM32,805.9763.45178,038.801,352.1863.4585,795.8292,242.98P-8EXCAV. MASIVA p/PLATEA CIM. c/CARGAD. FRONT. 100-125 HPM316,223.7611.42185,275.3419,344.4411.42220,913.50-35,638.162.02P-9RELLENO COMPACTADO MATERIAL DE PRESTAMOM320,279.7051.021,034,670.2922,367.3551.021,141,182.20-106,511.91P-10ACARREO INTERNO, MAT. PROCEDENTE DE EXCAV.M33,647.7620.7475,654.543,443.3820.7471,415.704,238.842.03P-11ELIMIN. MAT. c/CARGAD. 125 HP y VOLQ. 10 M3 D=05 KMM324,738.6527.95691,445.2728,591.1527.95799,122.64-107,677.37

3.00OCSOBRAS DE CONCRETO SIMPLE3.01P-12FALSA ZAPATA - CONCRETO Fc 100 KG/CM2 + 30% PGM31,607.20174.19279,958.17493.64174.1985,987.15193,971.02

4.00OCAOBRAS DE CONCRETO ARMADOP-13PLATEA DE CIMENTACION4.01P13cPLATEA CIMENTACION - CONCRETO F'c 175 KG/CM2 M32,703.96261.47707,004.421,943.26261.47508,104.19198,900.23P-13bPLATEA CIMENTACION - ENCOF. Y DESENCOF. NORMAL M21,813.0048.6788,238.711,209.1948.6758,851.2829,387.43P-13aPLATEA CIMENTACION - ACERO Fy 4200 KG/CM2 KG135,772.984.68635,417.55117,882.594.68551,690.5283,727.03P-14VIGA DE CIMENTACION4.02P-14cVIGA CIMENTACION - CONCRETO F'c 175 KG/CM2 M31,649.83261.47431,381.052,023.71261.47529,139.45-97,758.40P-14bVIGA CIMENTACION - ENCOF. Y DESENCOF. NORMAL M211,170.6748.67543,676.510.0048.670.00543,676.51P-14aVIGA CIMENTACION - ACERO Fy 4200 KG/CM2 KG163,128.564.68763,441.66162,678.384.68761,334.822,106.84P-15TABIQUE4.03P-15cTABIQUE Y PLACA - CONCRETO F'c 175 KG/CM2 M35,837.86466.402,722,777.907,633.08466.403,560,068.51-837,290.61P-15bTABIQUE Y PLACA - ENCOF. Y DESENCOF. NORMAL M2116,757.2050.785,928,930.62140,694.8050.787,144,481.94-1,215,551.32P-15aTABIQUE Y PLACA - ACERO Fy 4200 KG/CM2 KG470,794.664.682,203,319.01369,601.724.681,729,736.05473,582.96P-16COLUMNA4.04P-16cCOLUMNA - CONCRETO F'c 175 KG/CM2 M3119.14404.4848,189.75119.66404.4848,400.08-210.33P-16bCOLUMNA - ENCOF. Y DESENCOF. NORMALM22,284.3850.78116,000.822,313.8850.78117,498.83-1,498.01P-16aCOLUMNA - ACERO Fy 4200 KG/CM2 KG18,570.304.6886,909.0016,093.454.6875,317.3511,591.65P-17VIGA4.05P-17cVIGA - CONCRETO F'c 175 KG/CM2M3947.89296.02280,594.401,015.29296.02300,546.15-19,951.75P-17bVIGA - ENCOF. Y DESENCOF. NORMALM216,135.7058.48943,615.7416,424.3158.48960,493.65-16,877.91P-17aVIGA - ACERO Fy 4200 KG/CM2 KG156,907.384.68734,326.54186,303.694.68871,901.26-137,574.72P-18LOSA MACIZA4.06P-18cLOSA MACIZA - CONCRETO F'c 175 KG/CM2 M34,309.76296.021,275,775.165,328.83296.021,577,440.26-301,665.10P-18bLOSA MACIZA - ENCOF. Y DESENCOF. NORMALM233,152.0044.071,461,008.6437,803.1844.071,665,986.14-204,977.50P-18aLOSA MACIZA - ACERO Fy 4200 KG/CM2 KG233,048.204.681,090,665.58279,816.564.681,309,541.50-218,875.92P-19ESCALERA4.07P-19cESCALERA - CONCRETO F'c 175 KG/CM2 M31,020.15431.57440,266.14461.72431.57199,264.50241,001.64P-19bESCALERA - ENCOF. Y DESENCOF. NORMALM27,729.8475.36582,520.741,616.0075.36121,781.76460,738.98P-19aESCALERA - ACERO Fy 4200 KG/CM2 KG45,015.854.68210,674.1857,734.804.68270,198.86-59,524.68P-20CISTERNA4.08P-20cCISTERNA - CONCRETO F'c 175 KG/CM2 M3542.43417.39226,404.86534.23417.39222,982.263,422.60P-20bCISTERNA - ENCOF.Y DESENCOF.NORMALM22,018.4345.2091,233.043,582.5845.20161,932.62-70,699.58P-20aCISTERNA - ACERO Fy 4200 KG/CM2 KG37,143.954.68173,833.6936,261.264.68169,702.704,130.99P-21TANQUE ELEVADO4.09P-21cTECHO 3P Y SOPORTE TANQUES - CONCRETO F'c 175 KG/CM2 M3374.33431.57161,549.60346.98431.57149,746.1611,803.44P-21bTECHO 3 P Y SOPORTE TANQUES - ENCOF. Y DESENCOF. NORMAL M25,846.6045.20264,266.325,607.9845.20253,480.7010,785.62P-21aTECHO 3 P Y SOPORTE TANQUES - ACERO Fy 4200 KG/CM2 KG26,647.544.68124,710.4916,611.564.6877,742.1046,968.39

Total Costo Directo25,104,753.9126,074,960.15-970,206.24

Gastos Generales10%2510475.392607496.02-97020.62Utilidades10%2510475.392607496.02-97020.62

Subtotal del Presupuesto30,125,704.6931,289,952.19-1,164,247.48Imp. Gral. a las Ventas18%5422626.845632191.39-209564.55

TOTAL PRESUPUESTOS/.35,548,331.5336,922,143.58-1,373,812.03