valorizacion para costos

2
VALORIZACION DE EJECUCION DE AVANCE DE OBRA ITEM PARTIDA PRESUPUESTO DE OBRA VALORIZACIONES MES ANTERIOR ACUMULADO DEL MES ACTUAL ACTUAL ACUMULADO Und Metrado Metrado Monto S/. Monto S/. Metrado Monto S/. Metrado 01.00.00OBRAS PRELIMINARES 01.01.00 CONSTRUCCION DE CAMPAMENTO m2 1,500.00 12.37 18,555.00 1,500.00 18,555.00 100.00 0.00 0.00 0.00 1,500.00 18,555.00 100.00 0.00 01.02.00 TOPOGRAFIA Y GEOREFERENCIACION Km 18.80 1,683.28 31,645.66 14.80 24,912.54 78.72 1.00 1,683.28 5.32 15.80 26,595.82 84.04 3.00 01.03.00 MOVILIZACION Y DESMOVILIZACION DE EQUIPO Glb 1.00 52,668.60 52,668.60 0.50 26,334.30 50.00 0.50 26,334.30 50.00 1.00 52,668.60 100.00 0.00 01.04.00 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60 u 1.00 1,092.23 1,092.23 1.00 1,092.23 100.00 0.00 0.00 0.00 1.00 1,092.23 100.00 0.00 02.00.00 MOVIMIENTO DE TIERRAS 02.01.00 CORTE DE ROCA FIJA m3 30,820.20 38.20 1,177,331.64 22,502.30 859,587.86 73.01 ### 54,358.60 4.62 23,925.30 913,946.46 77.63 6,894.90 02.02.00 CORTE DE ROCA SUELTO m3 27,824.21 23.09 642,461.01 27,824.21 642,461.01 100.00 0.00 0.00 0.00 27,824.21 642,461.01 100.00 0.00 02.03.00 CORTE DE MATERIAL SUELTO m3 150,000.00 7.16 1,074,000.00 146,055.97 1,045,760.75 97.37 ### 21,122.00 1.97 ### 1,066,882.75 99.34 994.03 02.04.00 RELLENO PROPIO Y COMPENSADO m3 8,326.58 9.41 78,353.12 2,532.35 23,829.41 30.41 ### 18,820.00 24.02 4,532.35 42,649.41 54.43 3,794.23 02.05.00 RELLENO CON EXCEDENTE DE CORTE m3 5,551.05 14.36 79,713.08 1,563.00 22,444.68 28.16 ### 21,540.00 27.02 3,063.00 43,984.68 55.18 2,488.05 02.06.00 ELIMINACION DE DERRUMBES m3 700.00 4.16 2,912.00 700.00 2,912.00 100.00 0.00 0.00 0.00 700.00 2,912.00 100.00 0.00 02.07.00 PERFILADO Y COMPACTADO EN ZONAS DE CORTE m2 10,431.45 2.16 22,531.93 1,263.00 2,728.08 12.11 ### 5,400.00 23.97 3,763.00 8,128.08 36.07 6,668.45 03.00.00 OBRAS DE ARTE 03.01.00 ALCANTARILLADO D CONCRETO 03.01.01 EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS m3 65.00 46.13 2,998.45 30.00 1,383.90 46.15 15.00 691.95 23.08 45.00 2,075.85 69.23 20.00 03.01.02 RELLENO COMPACTADO PARA ESTRUCTURAS m3 81.25 146.06 11,867.38 40.00 5,842.40 49.23 12.00 1,752.72 14.77 52.00 7,595.12 64.00 29.25 03.01.03 CONCRETO F'c=210KG/CM2 m3 93.60 438.23 41,018.33 45.00 19,720.35 48.08 0.00 0.00 0.00 45.00 19,720.35 48.08 48.60 03.01.04 PIEDRA ENBOQUILLADA m2 208.00 70.58 14,680.64 10.00 705.80 4.81 150.00 10,587.00 72.12 160.00 11,292.80 76.92 48.00 03.01.05 ACERO DE REFUERZO FY=4200KG/CM2 Kg 5,428.80 5.77 31,324.18 4,000.00 23,080.00 73.68 132.00 761.64 2.43 4,132.00 23,841.64 76.11 1,296.80 03.01.06 ENCOFRADO Y DESENCOFRADO m2 292.50 66.86 19,556.55 100.00 6,686.00 34.19 92.00 6,151.12 31.45 192.00 12,837.12 65.64 100.50 03.02.00 MURO DE MAMPOSTERIA 03.02.01 EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS m3 504.92 46.13 23,291.96 10.00 461.30 1.98 400.00 18,452.00 79.22 410.00 18,913.30 81.20 94.92 03.02.02 RELLENO COMPACTADO PARA ESTRUCTURAS m3 348.50 146.06 50,901.91 150.00 21,909.00 43.04 50.00 7,303.00 14.35 200.00 29,212.00 57.39 148.50 03.02.03 ENCOFRADO Y DESENCOFRADO m2 348.89 66.86 23,326.79 132.00 8,825.52 37.83 50.00 3,343.00 14.33 182.00 12,168.52 52.17 166.89 03.02.04 MURO DE MAMPOSTERIA DE PIEDRA m3 915.50 176.93 161,979.42 500.00 88,465.00 54.61 350.00 61,925.50 38.23 850.00 150,390.50 92.85 65.50 03.02.05 JUNTAS EN MUROS DE MAMPOSTERIA m2 85.31 5.07 432.52 10.00 50.70 11.72 0.00 0.00 0.00 10.00 50.70 11.72 75.31 03.03.00 MURO SECO 03.03.01 MURO SECO m3 118.30 152.42 18,031.29 118.30 18,031.29 100.00 0.00 0.00 0.00 118.30 18,031.29 100.00 0.00 03.04.00 BADEN 03.04.01 EXCAVACION NO CLASIFICADA PARA ESTRUCTURAS m3 23.10 46.13 1,065.60 10.00 461.30 43.29 3.00 138.39 12.99 13.00 599.69 56.28 10.10 03.04.02 RELLENO COMPACTADO PARA ESTRUCTURAS m3 34.50 146.06 5,039.07 20.00 2,921.20 57.97 4.50 657.27 13.04 24.50 3,578.47 71.01 10.00 03.04.03 CONCRETO F'c=210KG/CM2 m3 23.99 438.23 10,513.14 0.00 0.00 0.00 3.00 1,314.69 12.51 3.00 1,314.69 12.51 20.99 03.04.04 ENCOFRADO Y DESENCOFRADO m2 12.00 66.86 802.32 0.00 0.00 0.00 12.00 802.32 100.00 12.00 802.32 100.00 0.00 03.04.05 PIEDRA ENBOQUILLADA m2 48.00 70.58 3,387.84 0.00 0.00 0.00 25.00 1,764.50 52.08 25.00 1,764.50 52.08 23.00 03.05.00 CUMETAS REVESTIDAS 03.05.01 CUMETAS REVESTIDAS m 2,802.80 5.79 16,228.21 1,500.00 8,685.00 53.52 263.00 1,522.77 9.38 1,763.00 10,207.77 62.90 1,039.80 03.06.00 CUNETA CANAL 03.06.01 CUNETA CANAL REVESTIDA m 320.00 101.99 32,636.80 123.00 12,544.77 38.44 20.00 2,039.80 6.25 143.00 14,584.57 44.69 177.00 COSTO DIRECTO (CD) 3,650,346.67 2,890,391.39 268,465.85 3,158,857.24 GASTOS GENERALES 10.5 % 383,286.42 303,491.10 28,188.91 331,680.01 TOTAL PRESUPUESTO ### ### 79.18 ### 7.35 ### 86.54 Costo Unitario Costo Parcial % de Avanc e Metrad o % de Avanc e % de Avance

Upload: cpumamamani

Post on 17-Sep-2015

214 views

Category:

Documents


0 download

DESCRIPTION

valorizacion de obra por contrata

TRANSCRIPT

arteVALORIZACION DE EJECUCION DE AVANCE DE OBRAITEMPARTIDAPRESUPUESTO DE OBRAVALORIZACIONESSALDOMES ANTERIOR ACUMULADODEL MES ACTUALACTUAL ACUMULADOUndMetradoCosto UnitarioCosto ParcialMetradoMonto S/.% de AvanceMetradoMonto S/.% de AvanceMetradoMonto S/.% de AvanceMetradoMonto S/.%01.00.00OBRAS PRELIMINARES01.01.00CONSTRUCCION DE CAMPAMENTOm21,500.0012.3718,555.001,500.0018,555.00100.000.000.000.001,500.0018,555.00100.000.000.000.0001.02.00TOPOGRAFIA Y GEOREFERENCIACIONKm18.801,683.2831,645.6614.8024,912.5478.721.001,683.285.3215.8026,595.8284.043.005,049.8415.9601.03.00MOVILIZACION Y DESMOVILIZACION DE EQUIPOGlb1.0052,668.6052,668.600.5026,334.3050.000.5026,334.3050.001.0052,668.60100.000.000.000.0001.04.00CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60 X 2.40 mu1.001,092.231,092.231.001,092.23100.000.000.000.001.001,092.23100.000.000.000.0002.00.00MOVIMIENTO DE TIERRAS02.01.00CORTE DE ROCA FIJAm330,820.2038.201,177,331.6422,502.30859,587.8673.011,423.0054,358.604.6223,925.30913,946.4677.636,894.90263,385.1822.3702.02.00CORTE DE ROCA SUELTOm327,824.2123.09642,461.0127,824.21642,461.01100.000.000.000.0027,824.21642,461.01100.000.000.000.0002.03.00CORTE DE MATERIAL SUELTOm3150,000.007.161,074,000.00146,055.971,045,760.7597.372,950.0021,122.001.97149,005.971,066,882.7599.34994.037,117.250.6602.04.00RELLENO PROPIO Y COMPENSADOm38,326.589.4178,353.122,532.3523,829.4130.412,000.0018,820.0024.024,532.3542,649.4154.433,794.2335,703.7045.5702.05.00RELLENO CON EXCEDENTE DE CORTEm35,551.0514.3679,713.081,563.0022,444.6828.161,500.0021,540.0027.023,063.0043,984.6855.182,488.0535,728.4044.8202.06.00ELIMINACION DE DERRUMBESm3700.004.162,912.00700.002,912.00100.000.000.000.00700.002,912.00100.000.000.000.0002.07.00PERFILADO Y COMPACTADO EN ZONAS DE CORTEm210,431.452.1622,531.931,263.002,728.0812.112,500.005,400.0023.973,763.008,128.0836.076,668.4514,403.8563.9303.00.00OBRAS DE ARTE03.01.00ALCANTARILLADO D CONCRETO03.01.01EXCAVACION NO CLASIFICADA PARA ESTRUCTURASm365.0046.132,998.4530.001,383.9046.1515.00691.9523.0845.002,075.8569.2320.00922.6030.7703.01.02RELLENO COMPACTADO PARA ESTRUCTURASm381.25146.0611,867.3840.005,842.4049.2312.001,752.7214.7752.007,595.1264.0029.254,272.2636.0003.01.03CONCRETO F'c=210KG/CM2m393.60438.2341,018.3345.0019,720.3548.080.000.000.0045.0019,720.3548.0848.6021,297.9851.9203.01.04PIEDRA ENBOQUILLADAm2208.0070.5814,680.6410.00705.804.81150.0010,587.0072.12160.0011,292.8076.9248.003,387.8423.0803.01.05ACERO DE REFUERZO FY=4200KG/CM2Kg5,428.805.7731,324.184,000.0023,080.0073.68132.00761.642.434,132.0023,841.6476.111,296.807,482.5423.8903.01.06ENCOFRADO Y DESENCOFRADOm2292.5066.8619,556.55100.006,686.0034.1992.006,151.1231.45192.0012,837.1265.64100.506,719.4334.3603.02.00MURO DE MAMPOSTERIA03.02.01EXCAVACION NO CLASIFICADA PARA ESTRUCTURASm3504.9246.1323,291.9610.00461.301.98400.0018,452.0079.22410.0018,913.3081.2094.924,378.6618.8003.02.02RELLENO COMPACTADO PARA ESTRUCTURASm3348.50146.0650,901.91150.0021,909.0043.0450.007,303.0014.35200.0029,212.0057.39148.5021,689.9142.6103.02.03ENCOFRADO Y DESENCOFRADOm2348.8966.8623,326.79132.008,825.5237.8350.003,343.0014.33182.0012,168.5252.17166.8911,158.2747.8303.02.04MURO DE MAMPOSTERIA DE PIEDRAm3915.50176.93161,979.42500.0088,465.0054.61350.0061,925.5038.23850.00150,390.5092.8565.5011,588.927.1503.02.05JUNTAS EN MUROS DE MAMPOSTERIAm285.315.07432.5210.0050.7011.720.000.000.0010.0050.7011.7275.31381.8288.2803.03.00MURO SECO03.03.01MURO SECOm3118.30152.4218,031.29118.3018,031.29100.000.000.000.00118.3018,031.29100.000.000.000.0003.04.00BADEN03.04.01EXCAVACION NO CLASIFICADA PARA ESTRUCTURASm323.1046.131,065.6010.00461.3043.293.00138.3912.9913.00599.6956.2810.10465.9143.7203.04.02RELLENO COMPACTADO PARA ESTRUCTURASm334.50146.065,039.0720.002,921.2057.974.50657.2713.0424.503,578.4771.0110.001,460.6028.9903.04.03CONCRETO F'c=210KG/CM2m323.99438.2310,513.140.000.000.003.001,314.6912.513.001,314.6912.5120.999,198.4587.4903.04.04ENCOFRADO Y DESENCOFRADOm212.0066.86802.320.000.000.0012.00802.32100.0012.00802.32100.000.000.000.0003.04.05PIEDRA ENBOQUILLADAm248.0070.583,387.840.000.000.0025.001,764.5052.0825.001,764.5052.0823.001,623.3447.9203.05.00CUMETAS REVESTIDAS03.05.01CUMETAS REVESTIDASm2,802.805.7916,228.211,500.008,685.0053.52263.001,522.779.381,763.0010,207.7762.901,039.806,020.4437.1003.06.00CUNETA CANAL03.06.01CUNETA CANAL REVESTIDAm320.00101.9932,636.80123.0012,544.7738.4420.002,039.806.25143.0014,584.5744.69177.0018,052.2355.31COSTO DIRECTO (CD)3,650,346.672,890,391.39268,465.853,158,857.24491,489.43GASTOS GENERALES 10.5 %383,286.42303,491.1028,188.91331,680.0149,148.96TOTAL PRESUPUESTO4,033,633.103,193,882.4879.18296,654.767.353,490,537.2586.54540,638.4013.40

1/3/