Costos y Presupuestos
13
INDICE UNIFICADO 2 3 4 5 17 21 29 30 39 37 38 43 45 47 48 49 55 FORMULA POLINOMICA 37 47 0.13 0.3 2.37 TOTAL 0 0 0 0 0 0 0 0 0 0.13 0 0 0 2.67 0 0 0 0 0 0 0 0 0 0 0 0 0.13 0 0 0 2.67 0 0 0 2 30 39 37 45 47 49 0.14 0.18 0.02 0.05 0.46 0.24 0.16 0.21 0.13 0.57 TOTAL 0.14 0 0 0 0 0 0 0.18 0.02 0.05 0 0 0.46 1.02 0 0.29 0 37 47 2.14 4.84 37.89 TOTAL 0 0 0 0 0 0 0 0 0 2.14 0 0 0 42.73 0 0 0 2 37 47 48 0.03 0.28 3.63 1.4 0.13 1.89 TOTAL 0.03 0 0 0 0 0 0 0 0 0.41 0 0 0 5.52 1.4 0 0 37 47 0.89 2.02 15.79 “MEJORAMIENTO DE INFRAESTRUCTURA DE LA INSTITUCIÓN EDUCATIVA PRIMARIA N° 36443 DEL CENTRO POBLADO DE PACHACCLLA - YAULI - HUANCAVELICA – HUANCAVELICA” COSTO PARCIAL COSTO PARCIAL COSTO PARCIAL COSTO PARCIAL O IAL
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Hoja1INDICE UNIFICADO23451721293039373843454748495572
FORMULA POLINOMICA
MEJORAMIENTO DE INFRAESTRUCTURA DE LA INSTITUCIN EDUCATIVA PRIMARIA N 36443 DEL CENTRO POBLADO DE PACHACCLLA - YAULI - HUANCAVELICA HUANCAVELICA
37470.130.32.37
TOTAL0000000000.130002.6700000000000000.130002.67000023039374547490.140.180.020.050.460.240.160.210.130.57
TOTAL0.140000000.180.020.05000.461.0200.290037472.144.8437.89
TOTAL0000000002.1400042.73000023747480.030.283.631.40.131.89
TOTAL0.03000000000.410005.521.400037470.892.0215.79
TOTAL0000000000.8900017.8100003747490.020.324.753.62
TOTAL0000000000.020000.3208.370021373847486.270.466.362.420.80.131.055.68
TOTAL000006.270000.596.36009.150.8000452137474831.0265.25164.83724.198.0421.02794.72
TOTAL0031.0265.250164.830007000139.9315.0400023743470.510.817.0711.040.419.596.48
TOTAL0.92000000000.8107.07027.1100002337470.22.920.050.530.42
TOTAL0.22.9200000000.050000.950000242137470.082.022.370.810.080.135.920.33
TOTAL0.0802.02002.370001.26000160000421374547552.023.130.960.0312.13.790.137.10.33
TOTAL002.02003.130001.42000.0319.2003.790303747720.070.710.083.693.95
TOTAL00000000.0700.700014.030003.69303747720.070.8115.126.5611.84
TOTAL00000000.0700.8100026.960006.5637470.130.32.37
TOTAL0000000000.130002.67000022930393745470.140.020.180.160.050.460.240.130.210.57
TOTAL0.14000000.020.180.290.05000.461.02000037472.144.8437.89
TOTAL0000000002.1400042.7300005374797.881.072.4218.94
TOTAL00097.88000001.0700021.36000037471.072.4218.94
TOTAL0000000001.0700021.3600003747490.020.324.753.62
TOTAL0000000000.020000.3208.37005213738474833.951.672.7255.36.054.0210.5137.89
TOTAL00033.9051.670002.7255.30054.454.0200023743470.881.247.0710.080.458.765.92
TOTAL1.33000000001.2407.07024.760000452137474831.0274.58142.83.0312.14.0210.513.537.89
TOTAL0031.0274.580142.80003.0300060.57.520002337470.22.920.050.530.42
TOTAL0.22.9200000000.050000.95000023743470.881.247.0710.080.458.765.92
TOTAL1.33000000001.2407.07024.76000024172137470.083.654.726.911.7422.180.3312.63
TOTAL0.0803.6054.726.910002.0700034.810000303747720.070.8115.126.5611.84
TOTAL00000000.0700.8100026.960006.565374797.881.072.4218.94
TOTAL00097.88000001.0700021.360000TOTAL28.917.68159.36763.98126.44902.9629.04151.1478.621065.11199.32171.42136.92591.82297.56181.0662.58249.627213.51
ITEMDISCRIPCIONUNDPRESUPUESTOCOSTOSPUPARCIALINDICE UNIFICADO234517212930393738434547484955721TANQUE SEPTICO4871.281.01TRABAJOS PRELIMINARES18.601.1.1LIMPIEZA DE TERRENO MANUALm23.752.810.500000000000.487500010.0125000010.50OK1.1.2TRAZO, NIVELACION Y REPLANTEO PRELIMINARm23.752.168.100.5250000000.6750.0750.1875001.7253.82501.0875008.10OK1.02MOVIMIENTO DE TIERRAS829.141.02.01EXCAVACION MASIVA DE TERRENO MANUALm310.1344.87454.5300000000021.6782000432.85490000454.53OK1.02.02NIVELACION INTERIOR Y APISONADO CON EQUIPOm23.757.3627.600.1125000000001.537500020.75.2500027.60OK1.02.03ACARREO MATERIAL EXEDENTE HASTA UNA DISTANCIA PROMEDIO DE 30.00 Mm312.6618.7236.7400000000011.2674000225.47460000236.74OK1.02.04ELIMINACION DE MATERIAL EXEDENTE CON EQUIPO PESADOm312.668.71110.270000000000.25320004.05120105.964200110.27OK1.03OBRAS DE CONCRETO SIMPLE86.891.03.01SOLADOSDE CONCRETO C:H 1:12 E=4" PARA ZAPATASm23.7523.1786.890000023.51250002.212523.850034.3125300086.89OK1.04CONCRETO ARMADO3245.011.04.01CONCRETOEN MUROS Y LOSA f'c=210 kg/cm2m34.44423.071878.4300137.7288289.710731.845200031.08000621.289266.77760001878.43OK1.04.02ENCOFRADO Y DESENCOFRADO NORMAL EN TANQUE SEPTICOm217.6335.91633.0916.21960000000014.28030124.64410477.94930000633.09OK1.04.03ACERO DE REFUERZO F'Y=4200 KG/CM2 GRADO 60kg178.034.12733.4835.606519.847600000008.9015000169.12850000733.48OK1.05REVOQUES ENLUCIDOS Y MOLDURAS620.261.05.01TARRAJEO EN MUROS EXTERIORES CON C:A - 1:5 E=1.5 CMm25.4921.73119.300.4392011.08980013.01130006.917400087.840000119.30OK1.05.02TARRAJEO CON IMPERMEABILIZANTESm216.9329.59500.960034.19860052.990900024.0406000.5079325.0560064.16470500.96OK1.06ADITAMIENTOS VARIOS71.381.06.01CODO PVC SAL 4"x 45pza218.4936.9800000000.1401.400028.060007.3836.98OK1.06.02TEE PVC-SAL 4"* 4"und134.434.4000000000.0700.8100026.960006.5634.40OK2POZO DE PERCOLACION16132.332.01TRABAJOS PRELIMINARES79.012.01.01LIMPIEZA DE TERRENO MANUALm215.932.844.600000000002.070900042.5331000044.60OK2.01.02TRAZO, NIVELACION Y REPLANTEO PRELIMINARm215.932.1634.412.2302000000.31862.86744.61970.7965007.327816.2486000034.41OK2.02MOVIMIENTO DE TIERRAS7413.962.02.01EXCAVACION P/POZO DE PERCOLACION EN TERRENO NORMALm355.7644.872501.95000000000119.32640002382.624800002501.95OK2.02.02RELLENO CON PIEDRA CHANCADA EN REDEDOR DE POZO DE PERCOLACIONm322.79120.312741.860002230.68520000024.3853000486.794400002741.86OK2.02.03ACARREO MATERIAL EXEDENTE HASTA UNA DISTANCIA PROMEDIO DE 30.00 MLm369.6922.431563.1500000000074.56830001488.578400001563.15OK2.02.04ELIMINACION DE MATERIALEXEDENTE CON EQUIPO PESADO CARGUIO A MANOm369.698.71607.000000000001.393800022.30080583.305300607.00OK2.03OBRAS DE CONCRETO SIMPLE1346.152.03.01CONCRETO PARA CIMIENTOS CORRIDOS C:H-1:10 + 30% P.G.m33.39202.06684.98000114.9210175.16130009.2208187.46700184.585513.6278000684.98OK2.03.02ENCOFRADO Y DESENCOFRADO DE CIMIENTOS CORRIDOSm219.2234.4661.1725.56260000000023.83280135.88540475.88720000661.17OK2.04CONCRETO ARMADO1650.172.04.01CONCRETO f'c=175 kg/cm2 P/POZO DE PERCOLACIONm31.3319.45415.290040.32696.9540185.640003.93900078.659.776000415.29OK2.04.02ACERO DE REFUERZO F'Y=4200 KG/CM2 GRADO 60kg183.424.12755.6936.684535.586400000009.171000174.2490000755.69OK2.04.03ENCOFRADO Y DESENCOFRADO DE LOSA Y TAPAm213.9334.4479.1918.52690000000017.2732098.48510344.90680000479.19OK2.05MUROS Y TABIQUERIA DE ALBAILERIA5206.582.05.01MURO DE LADRILLO TIPO IV18 HUECOS DE CABEZA C:A-1:4 x 1.5 CM.m250.95102.195206.584.0760183.4202787.984352.0645000105.46650001773.569500005206.58OK2.06ACCESOROS VARIOS2.06.01TEES103.202.06.01.01TEE PVC-SAL 4"* 4"und334.4103.2000000000.2102.4300080.8800019.68103.20OK2.07OTROS333.262.07.01PIEDRA CHANCADA EN FONDO DE POZO DE PERCOLACIONm32.77120.31333.26000271.1276000002.963900059.16720000333.26OKCOSTO DIRECTO21003.61GASTOS GENERALES (5.80%)1218.212457.42UTILIDAD (5.9 %)1239.21SUBTOTAL23461.03TOTAL139.981055.43406.763003.402787.981534.230.323.962462.12521.89211.32359.019.5610078.4998.43690.3664.1633.6223461.030.00596657490.04498668450.01733782290.12801644550.11883467510.06539464090.00001360.00016889280.10494495860.02224505820.00900714890.01530259260.00040751410.42958423210.00419552750.02942568890.0027349480.0014330146100%
formula polinomica
0.213Jr +0.430Mr +0.162Er +0.091Vr +0.105GUr 100.00%JoMoEoVoGUo
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