INFORME DE GESTION SECRETARIA DE INFRAESTUCTURA FISICA Y VALORIZACION JULIO 2014
Valorizacion Diciembre 2014-1
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VALORIZACION MENSUAL Nº 09 AL 20 DE DICIEMBRE DEL 2014 (SEGUN EXPEDIENTE TECNICO REFORMULADO, APROBADO MEDIANTE RESOLUCION DE ALCALDIA Nº 397-2014-MPCH) Obra : "Construcción de Pistas y veredas del sector de Tingopampa de la Ciudad de Chachapoyas, Provincia de Chachapoyas - Amazonas" Ubicación : Chachapoyas - Chachapoyas - Amazonas Formula : "Construcción de Pistas y veredas del sector de Tingopampa de la Ciudad de Chachapoyas, Provincia de Chachapoyas - Amazonas" Residente : Ing. Pedro Luis Cruz Vásquez Cliente : Municipalidad Provincial de Chachapoyas Supervisor : Ing. Hector Alejandro Arana Diaz ITEM DESCRIPCION PRESUPUESTO A V A N C E A V A N C E A V A N C E SALDO A VALORIZAR ANTERIOR ACTUAL ACUMULADO Unid Metrado Precio PARCIAL Metrado Valorizado Metrado Valorizado Metrado Valorizado % Metrado Valorizado % a01 OBRAS PROVISIONALES a01.01 MOVLIZACION Y DESMOVILIZACION DE EQUIPOS glb 1.00 5,500.00 5,500.00 0.80 4,400.00 0.20 1,100.00 1.00 5,500.00 100.00% 0.00 - 0.00% a01.02 CARTEL DE OBRA und 1.00 500.00 500.00 1.00 500.00 - - 1.00 500.00 100.00% 0.00 - 0.00% a01.03 TRAZO Y REPLANTEO km 1.91 2,170.61 4,145.87 1.91 4,145.87 - - 1.91 4,145.87 100.00% 0.00 - 0.00% a01.04 LIMPIEZA DEL TERRENO MANUAL m2 14,294.63 0.67 9,577.40 14,294.63 9,577.40 - - 14,294.63 9,577.40 100.00% 0.00 - 0.00% a01.05 DEMOLICION DE VEREDAS EXISTENTES m2 2,265.70 20.24 45,857.77 2,265.70 45,857.77 - - 2,265.70 45,857.77 100.00% 0.00 - 0.00% 01.06 DEMOLICION DE PAVIMENTO DE CONCRETO m3 7.43 16.41 121.93 7.43 121.93 - - 7.43 121.93 100.00% 0.00 - 0.00% a02 MOVIMIENTO DE TIERRAS a02.01 CORTE DE MATERIAL SUELTO CON EQUIPO m3 11,541.19 8.77 101,216.24 11,541.19 101,216.24 - - 11,541.19 101,216.24 100.00% 0.00 - 0.00% a02.02 CONFORMACION DE TERRAPLENES m3 1.58 2.81 4.44 1.58 4.44 - - 1.58 4.44 100.00% 0.00 - 0.00% a02.03 PERFILADO Y COMPACTACION DE SUBRASANTE m2 12,077.73 7.01 84,664.89 12,077.73 84,664.89 - - 12,077.73 84,664.89 100.00% 0.00 - 0.00% a02.04 MEJORAMIENTO DE LA SUB RASANTE CON OVER (E=0.30 m.) m2 12,077.73 15.31 184,910.05 12,077.73 184,910.05 - - 12,077.73 184,910.05 100.00% 0.00 - 0.00% a02.05 SUB BASE E=0.20 m. m2 12,077.73 8.31 100,365.94 12,077.73 100,365.94 - - 12,077.73 100,365.94 100.00% 0.00 - 0.00% a02.06 ACARREO DE MATERIAL EXCEDENTE D=30M m3 13,849.43 14.18 196,384.92 13,849.43 196,384.92 - - 13,849.43 196,384.92 100.00% 0.00 - 0.00% 02.07 ELIMINACION DE MATERIAL EXCEDENTE D=5KM m3 13,849.43 18.73 259,399.82 13,849.43 259,399.82 - - 13,849.43 259,399.82 100.00% 0.00 - 0.00% a03 PAVIMENTOS a03.01 CONCRETO f'c=210 kg/cm2 EN PAVIMENTO RIGIDO e=0.20M m3 2,415.56 416.48 ### 2,415.56 ### - - 2,415.56 1,006,032.43 100.00% 0.00 - 0.00% a03.02 ENCOFRADO Y DESENCOFRADO m2 1,815.99 38.30 69,552.42 1,815.99 69,552.42 - - 1,815.99 69,552.42 100.00% 0.00 - 0.00% a03.03 SARDINEL DE CONCRETO f´c=175kg/cm2 m3 25.33 370.13 9,375.39 25.33 9,375.39 - - 25.33 9,375.39 100.00% 0.00 - 0.00% a03.04 ENCOFRADO Y DESENCOFRADO PARA SARDINEL m2 168.90 37.05 6,257.75 168.90 6,257.75 - - 168.90 6,257.75 100.00% 0.00 - 0.00% 03.05 RELLENO DE JUNTAS m 5,701.98 4.63 26,400.17 5,106.85 23,644.72 595.13 2,755.45 5,701.98 26,400.17 100.00% 0.00 - 0.00% 04 OBRAS DE ARTE Y DRENAJE a04.01 CUNETAS a04.01.01 CONCRETO f'c=175 kg/cm2 EN CUNETAS m3 72.68 350.61 25,482.33 72.68 25,482.33 - - 72.68 25,482.33 100.00% 0.00 - 0.00% a04.01.02 ENCOFRADO Y DESENCOFRADO NORMAL m2 184.47 27.33 5,041.57 184.47 5,041.57 - - 184.47 5,041.57 100.00% 0.00 - 0.00% a04.01.03 JUNTA ASFALTICAS e=1". m 98.36 1.55 152.46 98.36 152.46 - - 98.36 152.46 100.00% 0.00 - 0.00% 04.02 ALCANTARILLA Y CANAL DE EVACUACION DE AGUAS DE LLUVIA a04.02.01 EXCAVACION DE ESTRUCTURAS m3 490.44 31.18 15,291.92 490.44 15,291.92 - - 490.44 15,291.92 100.00% 0.00 - 0.00% a04.02.02 ACARREO DE MATERIAL EXCEDENTE D=30M m3 586.52 14.18 8,316.85 586.53 8,317.00 - - 586.53 8,317.00 100.00% 0.00 0.00 0.00% a04.02.03 ELIMINACION DE MATERIAL EXCEDENTE D=5KM m3 586.52 18.73 10,985.52 586.53 10,985.71 - - 586.53 10,985.71 100.00% 0.00 0.00 0.00% a04.02.04 CONCRETO LOSAS f'c=210 kg/cm2 m3 310.56 441.72 137,180.56 310.56 137,180.56 - - 310.56 137,180.56 100.00% 0.00 - 0.00% a04.02.05 ENCOFRADO Y DESENCOFRADO NORMAL m2 3,098.07 39.01 120,855.71 3,098.07 120,855.71 - - 3,098.07 120,855.71 100.00% 0.00 - 0.00% a04.02.06 ACERO DE REFUERZO fy=4,200 kg/cm2 kg 26,360.13 4.25 112,030.55 26,360.13 112,030.55 - - 26,360.13 112,030.55 100.00% 0.00 - 0.00% a04.02.07 JUNTA DE DILATACION CON WATER STOP 4" m 531.30 17.47 9,281.81 531.30 9,281.81 - - 531.30 9,281.81 100.00% 0.00 - 0.00% a04.02.08 REJILLA METALICA DE 0.50M X 1.50M und 22.00 674.99 14,849.78 13.00 8,774.87 9.00 6,074.91 22.00 14,849.78 100.00% 0.00 - 0.00% a04.02.09 REJILLA METALICA DE 0.50M X 1.20M und 13.00 584.32 7,596.16 5.00 2,921.60 8.00 4,674.56 13.00 7,596.16 100.00% 0.00 - 0.00% 04.03 VEREDAS a04.03.01 EXCAVACION NO CLASIFICADA PARA VEREDAS m3 247.27 31.18 7,709.88 247.27 7,709.88 - - 247.27 7,709.88 100.00% 0.00 - 0.00% a04.03.02 ACARREO DE MATERIAL EXCEDENTE D=30M m3 592.30 14.18 8,398.81 592.30 8,398.81 - - 592.30 8,398.81 100.00% 0.00 - 0.00% a04.03.03 ELIMINACION DE MATERIAL EXCEDENTE D=5KM m3 592.30 18.73 11,093.78 592.30 11,093.78 - - 592.30 11,093.78 100.00% 0.00 - 0.00% a04.03.04 COLOCACION DE CAPA DE AFIRMADO DE 4" m2 5,686.03 3.74 21,265.75 5,441.64 20,351.73 244.39 914.02 5,686.03 21,265.75 100.00% 0.00 - 0.00% a04.03.05 CONCRETO f'c=175 kg/cm2 EN VEREDAS m2 4,714.98 42.88 202,178.34 4,416.98 189,400.10 298.00 12,778.24 4,714.98 202,178.34 100.00% 0.00 - 0.00% a04.03.06 ENCOFRADO Y DESENCOFRADO NORMAL PARA VEREDAS m2 503.97 37.56 18,929.11 477.65 17,940.53 26.32 988.58 503.97 18,929.11 100.00% 0.00 - 0.00% a04.03.07 JUNTA ASFALTICAS e=1". m 1,286.40 1.55 1,993.92 1,152.00 1,785.60 134.40 208.32 1,286.40 1,993.92 100.00% 0.00 - 0.00% 04.03.08 ESTAMPADO PARA CONCRETO - PARQUE m2 211.02 50.47 10,650.18 - - 211.02 10,650.18 211.02 10,650.18 100.00% 0.00 - 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Valorizacion SetiembreVALORIZACION MENSUAL N 09 AL 20 DE DICIEMBRE DEL 2014DIAGRAMA DE AVANCE DE OBRA(SEGUN EXPEDIENTE TECNICO REFORMULADO, APROBADO MEDIANTE RESOLUCION DE ALCALDIA N 397-2014-MPCH)Fecha4/7/144/30/145/31/146/30/147/31/148/31/149/30/1410/31/1411/30/1412/17/14Obra: "Construccin de Pistas y veredas del sector de Tingopampa de la Ciudad de Chachapoyas, Provincia de Chachapoyas - Amazonas"Ubicacin: Chachapoyas - Chachapoyas - AmazonasProgramado0.00%2.94%12.14%26.12%43.67%61.64%76.06%87.60%96.98%100.00%Formula: "Construccin de Pistas y veredas del sector de Tingopampa de la Ciudad de Chachapoyas, Provincia de Chachapoyas - Amazonas"Residente: Ing. Pedro Luis Cruz VsquezEjecutado Reform0.00%6.95%22.36%41.21%62.77%68.95%84.93%92.39%97.24%100.00%Cliente: Municipalidad Provincial de ChachapoyasSupervisor: Ing. Hector Alejandro Arana DiazEjecutado Inicial0.00%6.95%21.73%41.21%62.77%89.29%ITEMDESCRIPCIONPRESUPUESTOA V A N C EA V A N C EA V A N C ESALDO A VALORIZARANTERIORACTUALACUMULADOUnidMetradoPrecioPARCIALMetradoValorizadoMetradoValorizadoMetradoValorizado%MetradoValorizado%a01OBRAS PROVISIONALESa01.01MOVLIZACION Y DESMOVILIZACION DE EQUIPOSglb1.005,500.005,500.000.804,400.000.201,100.001.005,500.00100.00%0.000.00.00%a01.02CARTEL DE OBRAund1.00500.00500.001.00500.000.00.01.00500.00100.00%0.000.00.00%a01.03TRAZO Y REPLANTEOkm1.912,170.614,145.871.914,145.870.00.01.914,145.87100.00%0.000.00.00%a01.04LIMPIEZA DEL TERRENO MANUALm214,294.630.679,577.4014,294.639,577.400.00.014,294.639,577.40100.00%0.000.00.00%a01.05DEMOLICION DE VEREDAS EXISTENTESm22,265.7020.2445,857.772,265.7045,857.770.00.02,265.7045,857.77100.00%0.000.00.00%01.06DEMOLICION DE PAVIMENTO DE CONCRETOm37.4316.41121.937.43121.930.00.07.43121.93100.00%0.000.00.00%a02MOVIMIENTO DE TIERRASa02.01CORTE DE MATERIAL SUELTO CON EQUIPOm311,541.198.77101,216.2411,541.19101,216.240.00.011,541.19101,216.24100.00%0.000.00.00%a02.02CONFORMACION DE TERRAPLENESm31.582.814.441.584.440.00.01.584.44100.00%0.000.00.00%a02.03PERFILADO Y COMPACTACION DE SUBRASANTEm212,077.737.0184,664.8912,077.7384,664.890.00.012,077.7384,664.89100.00%0.000.00.00%a02.04MEJORAMIENTO DE LA SUB RASANTE CON OVER (E=0.30 m.)m212,077.7315.31184,910.0512,077.73184,910.050.00.012,077.73184,910.05100.00%0.000.00.00%a02.05SUB BASE E=0.20 m.m212,077.738.31100,365.9412,077.73100,365.940.00.012,077.73100,365.94100.00%0.000.00.00%a02.06ACARREO DE MATERIAL EXCEDENTE D=30Mm313,849.4314.18196,384.9213,849.43196,384.920.00.013,849.43196,384.92100.00%0.000.00.00%02.07ELIMINACION DE MATERIAL EXCEDENTE D=5KMm313,849.4318.73259,399.8213,849.43259,399.820.00.013,849.43259,399.82100.00%0.000.00.00%a03PAVIMENTOSa03.01CONCRETO f'c=210 kg/cm2 EN PAVIMENTO RIGIDO e=0.20Mm32,415.56416.481,006,032.432,415.561,006,032.430.00.02,415.561,006,032.43100.00%0.000.00.00%a03.02ENCOFRADO Y DESENCOFRADOm21,815.9938.3069,552.421,815.9969,552.420.00.01,815.9969,552.42100.00%0.000.00.00%a03.03SARDINEL DE CONCRETO fc=175kg/cm2m325.33370.139,375.3925.339,375.390.00.025.339,375.39100.00%0.000.00.00%a03.04ENCOFRADO Y DESENCOFRADO PARA SARDINELm2168.9037.056,257.75168.906,257.750.00.0168.906,257.75100.00%0.000.00.00%03.05RELLENO DE JUNTASm5,701.984.6326,400.175,106.8523,644.72595.132,755.455,701.9826,400.17100.00%0.000.00.00%04OBRAS DE ARTE Y DRENAJEa04.01CUNETASa04.01.01CONCRETO f'c=175 kg/cm2 EN CUNETASm372.68350.6125,482.3372.6825,482.330.00.072.6825,482.33100.00%0.000.00.00%a04.01.02ENCOFRADO Y DESENCOFRADO NORMALm2184.4727.335,041.57184.475,041.570.00.0184.475,041.57100.00%0.000.00.00%a04.01.03JUNTA ASFALTICAS e=1".m98.361.55152.4698.36152.460.00.098.36152.46100.00%0.000.00.00%04.02ALCANTARILLA Y CANAL DE EVACUACION DE AGUAS DE LLUVIAa04.02.01EXCAVACION DE ESTRUCTURASm3490.4431.1815,291.92490.4415,291.920.00.0490.4415,291.92100.00%0.000.00.00%a04.02.02ACARREO DE MATERIAL EXCEDENTE D=30Mm3586.5214.188,316.85586.538,317.000.00.0586.538,317.00100.00%0.000.000.00%a04.02.03ELIMINACION DE MATERIAL EXCEDENTE D=5KMm3586.5218.7310,985.52586.5310,985.710.00.0586.5310,985.71100.00%0.000.000.00%a04.02.04CONCRETO LOSAS f'c=210 kg/cm2m3310.56441.72137,180.56310.56137,180.560.00.0310.56137,180.56100.00%0.000.00.00%a04.02.05ENCOFRADO Y DESENCOFRADO NORMALm23,098.0739.01120,855.713,098.07120,855.710.00.03,098.07120,855.71100.00%0.000.00.00%a04.02.06ACERO DE REFUERZO fy=4,200 kg/cm2kg26,360.134.25112,030.5526,360.13112,030.550.00.026,360.13112,030.55100.00%0.000.00.00%a04.02.07JUNTA DE DILATACION CON WATER STOP 4"m531.3017.479,281.81531.309,281.810.00.0531.309,281.81100.00%0.000.00.00%a04.02.08REJILLA METALICA DE 0.50M X 1.50Mund22.00674.9914,849.7813.008,774.879.006,074.9122.0014,849.78100.00%0.000.00.00%a04.02.09REJILLA METALICA DE 0.50M X 1.20Mund13.00584.327,596.165.002,921.608.004,674.5613.007,596.16100.00%0.000.00.00%04.03VEREDASa04.03.01EXCAVACION NO CLASIFICADA PARA VEREDASm3247.2731.187,709.88247.277,709.880.00.0247.277,709.88100.00%0.000.00.00%a04.03.02ACARREO DE MATERIAL EXCEDENTE D=30Mm3592.3014.188,398.81592.308,398.810.00.0592.308,398.81100.00%0.000.00.00%a04.03.03ELIMINACION DE MATERIAL EXCEDENTE D=5KMm3592.3018.7311,093.78592.3011,093.780.00.0592.3011,093.78100.00%0.000.00.00%a04.03.04COLOCACION DE CAPA DE AFIRMADO DE 4"m25,686.033.7421,265.755,441.6420,351.73244.39914.025,686.0321,265.75100.00%0.000.00.00%a04.03.05CONCRETO f'c=175 kg/cm2 EN VEREDASm24,714.9842.88202,178.344,416.98189,400.10298.0012,778.244,714.98202,178.34100.00%0.000.00.00%a04.03.06ENCOFRADO Y DESENCOFRADO NORMAL PARA VEREDASm2503.9737.5618,929.11477.6517,940.5326.32988.58503.9718,929.11100.00%0.000.00.00%a04.03.07JUNTA ASFALTICAS e=1".m1,286.401.551,993.921,152.001,785.60134.40208.321,286.401,993.92100.00%0.000.00.00%04.03.08ESTAMPADO PARA CONCRETO - PARQUEm2211.0250.4710,650.180.00.0211.0210,650.18211.0210,650.18100.00%0.000.00.00%a05MUROS DE CONTENCIONa05.01MURO DE CONTENCION ARMADOa05.01.01EXCAVACION DE ESTRUCTURAS PARA MURO DE CONTENCIONm3182.7313.122,397.42182.732,397.420.00.0182.732,397.42100.00%0.000.00.00%a05.01.02RELLENO CON MATERIAL PROPIOm383.0943.383,604.4483.093,604.440.00.083.093,604.44100.00%0.000.00.00%a05.01.03ACARREO DE MATERIAL EXCEDENTE D=30Mm320.7718.73389.0220.77389.020.00.020.77389.02100.00%0.000.00.00%a05.01.04ELIMINACION DE MATERIAL EXCEDENTE D=5KMm320.7714.18294.5220.77294.520.00.020.77294.52100.00%0.000.00.00%a05.01.05SOLADO e=4"m267.0324.301,628.8367.031,628.830.00.067.031,628.83100.00%0.000.00.00%a05.01.06CONCRETO LOSAS f'c=210 kg/cm2m344.84441.7219,806.7244.8419,806.720.00.044.8419,806.72100.00%0.000.00.00%a05.01.07ENCOFRADO Y DESENCOFRADO PARA MURO DE CONTENCIONm2134.5152.537,065.81134.517,065.810.00.0134.517,065.81100.00%0.000.00.00%a05.01.08ACERO DE REFUERZO fy=4,200 kg/cm2kg3,046.014.2512,945.543,046.0112,945.540.00.03,046.0112,945.54100.00%0.000.00.00%a05.01.09JUNTA DE MURO CON TECNOPOR E=1"m40.456.51263.3340.45263.330.00.040.45263.33100.00%0.000.00.00%a05.01.10FILTROm319.35100.591,946.4219.351,946.420.00.019.351,946.42100.00%0.000.00.00%05.01.11DRENES PARA MUROS DE PVC =4"mll29.3516.90496.0229.35496.020.00.029.35496.02100.00%0.000.00.00%a05.01.12LLORADEROS PVC =3"mll6.0036.95221.706.00221.700.00.06.00221.70100.00%0.000.00.00%05.02MURO DE CONTENCION DE GRAVEDADa05.02.01EXCAVACION DE ESTRUCTURAS PARA MURO DE GRAVEDADm371.5613.12938.8771.56938.870.00.071.56938.87100.00%0.000.00.00%05.02.02RELLENO CON MATERIAL PROPIOm338.6043.381,674.4738.601,674.470.00.038.601,674.47100.00%0.000.00.00%a05.02.03ELIMINACION DE MATERIAL EXCEDENTE D=5KMm339.5518.73740.7739.55740.770.00.039.55740.77100.00%0.000.00.00%05.02.04ACARREO DE MATERIAL EXCEDENTE D=30Mm339.5514.18560.8239.55560.820.00.039.55560.82100.00%0.000.00.00%05.02.05CONCRETO f'c=175 kg/cm2 + 30% PGm341.92333.0813,962.7141.9213,962.710.00.041.9213,962.71100.00%0.000.00.00%05.02.06ENCOFRADO Y DESENCOFRADO PARA MURO DE CONTENCIONm298.1652.535,156.3498.165,156.340.00.098.165,156.34100.00%0.000.00.00%05.02.07JUNTA DE MURO CON TECNOPOR E=1"m15.606.51101.5615.60101.560.00.015.60101.56100.00%0.000.00.00%05.02.08FILTROm320.21100.592,032.9220.212,032.920.00.020.212,032.92100.00%0.000.00.00%05.02.09LLORADEROS PVC =3"mll6.0036.95221.706.00221.700.00.06.00221.70100.00%0.000.00.00%06SARDINEL ARMADO06.01EXCAVACION DE ESTRUCTURASm3151.7831.184,732.50151.784,732.500.00.0151.784,732.50100.00%0.000.00.00%06.02RELLENO CON MATERIAL PROPIOm3106.0143.384,598.71106.014,598.710.00.0106.014,598.71100.00%0.000.00.00%06.03ACARREO DE MATERIAL EXCEDENTE D=30Mm357.2214.18811.3857.22811.380.00.057.22811.38100.00%0.000.00.00%06.04ELIMINACION DE MATERIAL EXCEDENTE D=5KMm357.2218.731,071.7357.221,071.730.00.057.221,071.73100.00%0.000.00.00%06.05SOLADO e=4"m2522.7124.3012,701.85522.7112,701.850.00.0522.7112,701.85100.00%0.000.00.00%06.06CONCRETO LOSAS f'c=210 kg/cm2m3223.26441.7298,618.41223.2698,618.410.00.0223.2698,618.41100.00%0.0000.00.00%06.07ENCOFRADO Y DESENCOFRADO NORMALm21,080.0339.0142,131.971,080.0342,131.970.00.01,080.0342,131.97100.00%0.0000.00.00%06.08ACERO DE REFUERZO fy=4,200 kg/cm2kg7,157.144.2530,417.857,157.1430,417.850.00.07,157.1430,417.85100.00%0.0000.00.00%06.09JUNTA DE MURO CON TECNOPOR E=1"m80.806.51526.0180.80526.010.00.080.80526.01100.00%0.000.00.00%07RECONEXIONES DE AGUA Y ALCANTARILLADO07.01REPARACION DE CONEXIONES DE ALCANTARILLADOglb1.0020,800.0020,800.001.0020,800.000.00.01.0020,800.00100.00%0.000.00.00%07.02REPARACION DE CONEXIONES DE AGUAglb1.0020,800.0020,800.001.0020,800.000.00.01.0020,800.00100.00%0.000.00.00%08AREAS VERDES08.01AREAS VERDESm2281.0035.019,837.810.00.0281.009,837.81281.009,837.81100.00%0.000.00.00%09SEALIZACION09.01MARCAS SOBRE EL PAVIMENTOm2637.3725.2216,074.470.00.0637.3716,074.47637.3716,074.47100.00%0.000.00.00%10MITIGACION DE IMPACTO AMBIENTAL10.01MITIGACION DE IMPACTO AMBIENTALglb1.0019,036.3519,036.350.9017,132.720.101,903.641.0019,036.35100.00%0.000.00.00%11VARIOS11.01LIMPIEZA FINAL DE OBRAm214,294.631.9828,303.377,147.3814,151.817,147.2514,151.5614,294.6328,303.37100.00%0.000.00.00%11.02FAROLA METALICA DE h=3m, D=3"und4.00888.013,552.042.001,776.022.001,776.024.003,552.04100.00%0.000.00.00%COSTO DIRECTO3,250,016.803,166,129.3783,887.743,250,017.110.00PORCENTAJE DE AVANCE VALORIZADO100%97.42%2.58%100.00%0.00%COSTO DIRECTO3,280,705.830.22733,546.860.591,928,657.32=======================================SUB TOTAL3,280,705.83733,546.861,928,657.32=======================================TOTAL PRESUPUESTO3,280,705.83733,546.861,928,657.3241,249.0041,250.0041,251.0012/9/124.0041,253.0041,254.0041,255.0041,256.0041,257.0041,258.0012/16/127.0041,260.0041,261.0041,262.0041,263.0041,264.0041,265.0012/23/127.0041,267.0041,268.0041,269.0041,270.0041,271.0041,272.0012/30/127.0041,274.001.0041,275.0041,276.0041,277.0041,278.0041,279.001/6/136.0041,281.0041,282.0041,283.0041,284.0041,285.0041,286.001/13/137.0041,288.0041,289.0041,290.0041,291.0041,292.0041,293.001/20/137.0041,295.0041,296.0041,297.0041,298.0041,299.0041,300.001/27/137.0041,302.0041,303.0041,304.0041,305.004.0041,306.0041,307.002/3/133.0041,309.0041,310.0041,311.0041,312.0041,313.0041,314.002/10/137.0041,316.0041,317.0041,318.0041,319.0041,320.0041,321.002/17/137.0041,323.0041,324.0041,325.0041,326.0041,327.0041,328.002/24/137.0041,330.0041,331.0041,332.0041,333.004.0041,334.0041,335.003/3/133.0041,337.0041,338.0041,339.0041,340.0041,341.0041,342.003/10/137.0041,344.0041,345.0041,346.0041,347.0041,348.0041,349.003/17/137.0041,351.0041,352.0041,353.0041,354.0041,355.0041,356.003/24/137.0041,358.0041,359.0041,360.0041,361.0041,362.0041,363.003/31/137.0041,365.0041,366.0041,367.0041,368.0041,369.0041,370.004/7/137.0041,372.0041,373.0041,374.0041,375.0041,376.0041,377.004/14/137.0041,379.0041,380.0041,381.0041,382.0041,383.0041,384.004/21/137.0041,386.0041,387.0041,388.0041,389.0041,390.0041,391.004/28/137.0041,393.0041,394.002.0041,395.0041,396.0041,397.0041,398.005/5/135.0041,400.0041,401.0041,402.0041,403.0041,404.0041,405.005/12/137.0041,407.0041,408.0041,409.0041,410.0041,411.0041,412.005/19/137.0041,414.0041,415.0041,416.0041,417.0041,418.0041,419.005/26/137.0041,421.0041,422.0041,423.0041,424.0041,425.005.0041,426.006/2/132.0041,428.0041,429.0041,430.0041,431.0041,432.0041,433.006/9/137.0041,435.0041,436.0041,437.0041,438.0041,439.0041,440.006/16/137.0041,442.0041,443.0041,444.0041,445.0041,446.0041,447.006/23/137.0041,449.0041,450.0041,451.0041,452.0041,453.0041,454.006/30/137.0041,456.0041,457.0041,458.0041,459.0041,460.0041,461.007/7/137.0041,463.0041,464.0041,465.0041,466.0041,467.0041,468.007/14/137.0041,470.0041,471.0041,472.0041,473.0041,474.0041,475.007/21/137.0041,477.0041,478.0041,479.0041,480.0041,481.0041,482.007/28/137.0041,484.0041,485.0041,486.003.0041,487.0041,488.0041,489.008/4/134.0041,491.0041,492.0041,493.0041,494.0041,495.0041,496.008/11/137.0041,498.0041,499.0041,500.0041,501.0041,502.0041,503.008/18/137.0041,505.0041,506.0041,507.0041,508.0041,509.0041,510.008/25/137.0041,512.0041,513.0041,514.0041,515.0041,516.0041,517.009/1/136.00269.00
Valorizacion Setiembre
ProgramadoEjecutado ReformProgramado VS Ejecutado
Cuadro comparativoCuadro comparativo de Valorizacion de Obra N 06 - Mes de Setiembre 2014Obra: "Construccin de Pistas y veredas del sector de Tingopampa de la Ciudad de Chachapoyas, Provincia de Chachapoyas - Amazonas"Ubicacin: Chachapoyas - Chachapoyas - AmazonasResidente: Ing. Pedro Luis Cruz VsquesCliente: Municipalidad Provincial de ChachapoyasSupervisor: Ing. Hctor Alejandro Arana DiazNDESCRIPCIONCOSTO DIRECTOANTERIORACTUALACUMULADOSALDO DE OBRADIRECTO%P.PARCIAL%P.PARCIAL%P.PARCIAL%P.PARCIAL01Expediente tecnico inicial3,280,705.8389.29%2,929,223.7902Expediente tecnico reformulado3,250,016.8097.42%3,166,129.372.58%83,887.74100.00%3,250,017.110.00%0.00NOTAS:1.- Hasta el mes de agosto se valoriz en base al expediente tcnico inicial y a partir del mes de setiembre en base al expediente tcnico reformulado.2.- La variacin de los montos y porcentajes es debido a que en el expediente tcnico reformulado se han ajustado los costos y metrados y se han considerado nuevas partidas.
