CRONOGRAMA DE ADQUISICION DE MATERIALES Y EQUIPOS MESUAL

PROYECTO : "MEJORAMIENTO DE PISTAS, PASAJES Y VEREDAS EN LA ZONA URBANA DE LA LOCALIDAD DE SACUAYA, DISTRITO DE CUCHUMBAYA - MARISCAL NIETO - MOQUEGUA"

SUB PROGRAMA : 0074 VÍAS URBANAS

Codigo Descripción Und Cantidad Precio Mes 1 Mes 2 Mes 3 Mes 4 Mes 5 Mes 6 Mes 7

Cantidad Precio Parcial Cantidad Precio Parcial Cantidad Precio Parcial Cantidad Precio Parcial Cantidad Precio Parcial Cantidad Precio Parcial Cantidad Precio

MANO DE OBRA

TOPOGRAFO hh 101.15 13.51 1,366.54 84.68 13.51 1,144.03 16.47 13.51 222.51 13.51 0.00 13.51 0.00 13.51 0.00 13.51 0.00 13.51

CAPATAZ hh 2,929.12 14.94 43,760.99 1200.00 14.94 17,928.00 700.00 14.94 10,458.00 110.05 14.94 1,644.15 252.69 14.94 3,775.19 169.85 14.94 2,537.56 244.83 14.94 3,657.76 251.70 14.94

OPERARIO hh 11,913.50 14.58 173,698.80 396.93 14.58 5,787.24 1100.00 14.58 16,038.00 1150.82 14.58 16,778.96 1500.00 14.58 21,870.00 2265.75 14.58 33,034.64 2000.00 14.58 29,160.00 3500.00 14.58

OFICIAL hh 7,980.97 12.40 98,963.99 233.78 12.40 2,898.87 962.83 12.40 11,939.09 767.60 12.40 9,518.24 866.87 12.40 10,749.19 912.02 12.40 11,309.05 1922.85 12.40 23,843.34 2315.02 12.40

PEON hh 43,817.29 11.10 480,896.62 5500.00 11.10 61,050.00 7500.00 11.10 83,250.00 4500.00 11.10 49,950.00 6500.00 11.10 72,150.00 8700.00 11.10 96,570.00 7500.00 11.10 83,250.00 3617.29 11.10

CONTROLADOR OFICIAL hh 324.87 11.53 3,745.71 133.93 11.53 1,544.21 170.94 11.53 1,970.94 20.00 11.53 230.60 11.53 0.00 11.53 0.00 11.53 0.00 11.53

MATERIALESCLAVOS PARA MADERA C/C 1" kg 1.70 7.00 11.90 1.70 7.00 11.90 7.00 0.00 7.00 0.00 7.00 0.00 7.00 0.00 7.00 0.00 7.00CLAVOS PARA MADERA C/C 3" kg 2,002.27 6.00 12013.61 50.71 6.00 304.26 712.07 6.00 4,272.42 467.21 6.00 2,803.26 258.70 6.00 1,552.20 368.90 6.00 2,213.40 144.68 6.00 868.08 6.00PERNO CABEZA DE COCHE 1/4" x 2 1/2" pza 20.00 15.00 300.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00 0.00 20.00 15.00 300.00 15.00 0.00 15.00ALAMBRE NEGRO N°16 kg 2,025.02 4.50 9112.57 735.50 4.50 3,309.75 1,123.91 4.50 5,057.60 108.99 4.50 490.46 50.85 4.50 228.83 4.50 0.00 5.76 4.50 25.92 4.50ALAMBRE NEGRO N°8 kg 1,019.18 4.50 4586.29 20.54 4.50 92.43 330.21 4.50 1,485.95 225.16 4.50 1,013.22 193.81 4.50 872.15 178.93 4.50 805.19 70.53 4.50 317.39 4.50PERNOS HEXAGONALES DE 3/4" x 3 1/2" pza 8.00 5.80 46.40 8.00 5.80 46.40 5.80 0.00 5.80 0.00 5.80 0.00 5.80 0.00 5.80 0.00 5.80CLAVOS PARA CALAMINA kg 1.20 7.00 8.40 1.20 7.00 8.40 7.00 0.00 7.00 0.00 7.00 0.00 7.00 0.00 7.00 0.00 7.00PERNOS 1/4" X 3" pza 28.00 2.00 56.00 2.00 0.00 2.00 0.00 2.00 0.00 26.07 2.00 52.14 1.93 2.00 3.86 2.00 0.00 2.00CONO DE ABRAMS und 1.00 200.00 200.00 200.00 0.00 1.00 200.00 200.00 200.00 0.00 200.00 0.00 200.00 0.00 200.00 0.00 200.00BRIQUETAS PARA CONCRETO und 3.00 230.00 690.00 230.00 0.00 3.00 230.00 690.00 230.00 0.00 230.00 0.00 230.00 0.00 230.00 0.00 230.00TUBO DE FIERRO DE 11/2 PULG. m 2,105.63 25.00 52640.74 25.00 0.00 540.26 25.00 13,506.50 1,565.37 25.00 39,134.25 25.00 0.00 25.00 0.00 25.00 0.00 25.00BANDERINES pza 4.00 25.00 100.00 4.00 25.00 100.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00ACERO LISO DE 1/2" kg 2,342.36 4.20 9837.92 4.20 0.00 4.20 0.00 2,156.23 4.20 9,056.17 186.13 4.20 781.75 4.20 0.00 4.20 0.00 4.20ESTACA DE FIERRO Ø 1/2" X 0.60M und 9,487.19 4.00 37948.77 34.11 4.00 136.44 4,154.37 4.00 16,617.48 3,450.41 4.00 13,801.64 973.15 4.00 3,892.60 515.67 4.00 2,062.68 359.48 4.00 1,437.92 4.00FIERRO CO. FY=4200 KG/CM2 (GRADO 60) kg 36,725.77 3.80 139557.92 12,904.47 3.80 49,036.99 20,043.12 3.80 76,163.86 1,943.61 3.80 7,385.72 906.89 3.80 3,446.18 3.80 0.00 305.70 3.80 1,161.66 621.97 3.80ARENA FINA m3 59.59 180.00 10726.13 180.00 0.00 180.00 0.00 5.42 180.00 975.60 9.23 180.00 1,661.40 7.48 180.00 1,346.40 21.46 180.00 3,862.80 16.00 180.00PIEDRA CHANCADA DE 1/2" - 3/4" m3 1,868.06 170.00 317570.76 170.00 0.00 474.32 170.00 80,634.40 414.65 170.00 70,490.50 235.57 170.00 40,046.90 400.56 170.00 68,095.20 303.17 170.00 51,538.90 39.78 170.00PIEDRA MEDIANA DE 4" m3 475.99 110.00 52358.72 110.00 0.00 110.00 0.00 110.00 0.00 125.94 110.00 13,853.40 206.26 110.00 22,688.60 143.79 110.00 15,816.90 110.00PIEDRA MEDIANA DE 6" m3 281.36 110.00 30949.93 110.00 0.00 110.00 0.00 110.00 0.00 110.00 0.00 167.41 110.00 18,415.10 113.95 110.00 12,534.50 110.00PIEDRA GRANDE DE 8 - 12" m3 141.65 110.00 15581.35 110.00 0.00 110.00 0.00 110.00 0.00 110.00 0.00 24.64 110.00 2,710.40 79.62 110.00 8,758.20 37.39 110.00ARENA GRUESA m3 1,315.81 170.00 223687.33 170.00 0.00 337.11 170.00 57,308.70 245.62 170.00 41,755.40 200.96 170.00 34,163.20 285.97 170.00 48,614.90 218.27 170.00 37,105.90 27.89 170.00MATERIAL BASE PUESTO EN OBRA m3 1,050.66 50.00 52533.11 50.00 0.00 841.38 50.00 42,069.00 209.28 50.00 10,464.00 50.00 0.00 50.00 0.00 50.00 0.00 50.00PIEDRA LAJA IREGULAR E prom. = 1" m2 1,249.76 40.00 49990.36 40.00 0.00 40.00 0.00 40.00 0.00 308.70 40.00 12,348.00 505.60 40.00 20,224.00 384.60 40.00 15,384.00 50.86 40.00PIEDRA DE CANTO RODADO POROSO D prom. 1.5" m3 103.34 120.00 12400.88 120.00 0.00 120.00 0.00 120.00 0.00 24.70 120.00 2,964.00 40.45 120.00 4,854.00 33.45 120.00 4,014.00 4.75 120.00CINTA DE SEGURIDAD rll 5.00 90.00 450.00 5.00 90.00 450.00 90.00 0.00 90.00 0.00 90.00 0.00 90.00 0.00 90.00 0.00 90.00ACCESORIOS PARA ANCLAJE DE TUBO A MADERA GLB 1.00 850.00 850.00 850.00 0.00 850.00 0.00 850.00 0.00 850.00 0.00 850.00 0.00 0.25 850.00 212.50 0.75 850.00ASFALTO RC-250 gln 1,281.25 15.00 19218.80 15.00 0.00 15.00 0.00 322.91 15.00 4,843.65 247.60 15.00 3,714.00 246.50 15.00 3,697.50 433.19 15.00 6,497.85 31.04 15.00CEMENTO TIPO PUZOLANICO IP (42.5KG) BOL 5.18 21.50 111.32 0.90 21.50 19.35 21.50 0.00 21.50 0.00 21.50 0.00 4.28 21.50 92.02 21.50 0.00 21.50CEMENTO PORTLAND TIPO I (42.5KG) BOL 3,643.26 24.00 87438.30 24.00 0.00 3,610.50 24.00 86,652.00 24.00 0.00 24.00 0.00 19.49 24.00 467.76 13.27 24.00 318.48 24.00CEMENTO PORTLAND TIPO IP (42.5KG) BOL 19,078.95 21.50 410197.47 21.50 0.00 2,295.43 21.50 49,351.74 5,077.56 21.50 109,167.54 3,014.37 21.50 64,808.95 4,521.47 21.50 97,211.61 3,913.45 21.50 84,139.18 256.67 21.50CEMENTO PORTLAND TIPO V BOL 710.07 27.00 19171.76 27.00 0.00 710.07 27.00 19,171.89 27.00 0.00 27.00 0.00 27.00 0.00 27.00 0.00 27.00BISAGRA DE 2" X 3" X3/8" und 65.61 8.00 524.91 8.00 0.00 8.00 0.00 8.00 0.00 65.61 8.00 524.88 8.00 0.00 8.00 0.00 8.00CHAPAS FORTE pza 0.46 70.00 32.48 0.46 70.00 32.20 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00TECKNOPORT E= 1" m2 2,150.34 11.00 23653.69 11.00 0.00 11.00 0.00 522.41 11.00 5,746.51 366.77 11.00 4,034.47 437.40 11.00 4,811.40 768.67 11.00 8,455.37 55.08 11.00GIGANTOGRAFIA m2 8.64 45.00 388.80 8.64 45.00 388.80 45.00 0.00 45.00 0.00 45.00 0.00 45.00 0.00 45.00 0.00 45.00ARPILLERA m2 157.50 5.50 866.25 157.50 5.50 866.25 5.50 0.00 5.50 0.00 5.50 0.00 5.50 0.00 5.50 0.00 5.50SOLDADURA CELLOCORD 1/8" kg 109.96 17.00 1869.29 17.00 0.00 26.41 17.00 448.97 76.53 17.00 1,301.01 7.01 17.00 119.17 17.00 0.00 17.00 0.00 17.00DESMOLDADOR PARA ENCOFRADO C/V kg 402.57 60.00 24153.90 10.27 60.00 616.20 165.10 60.00 9,906.00 91.75 60.00 5,505.00 12.76 60.00 765.60 89.46 60.00 5,367.60 33.22 60.00 1,993.20 60.00YESO DE 28 Kg BOL 9.45 12.00 113.44 5.69 12.00 68.28 3.77 12.00 45.24 0.00 12.00 0.00 12.00 0.00 12.00 0.00 12.00 0.00 12.00PEGAMENTO EPOXICO gln 2.78 350.00 971.25 350.00 0.00 350.00 0.00 350.00 0.00 2.78 350.00 973.00 350.00 0.00 350.00 0.00 350.00DESMOLDEADOR CHEMADESMOLD EB gln 19.91 60.00 1194.72 60.00 0.00 60.00 0.00 7.72 60.00 463.20 12.20 60.00 732.00 60.00 0.00 60.00 0.00 60.00DISOLVENTE gln 15.71 45.00 706.81 45.00 0.00 45.00 0.00 45.00 0.00 15.71 45.00 706.95 45.00 0.00 45.00 0.00 45.00FIBRA DE VIDRIO DE 4 MM. ACABADO m2 13.72 650.00 8918.00 650.00 0.00 650.00 0.00 650.00 0.00 9.49 650.00 6,168.50 4.23 650.00 2,749.50 650.00 0.00 650.00LETREROS DE SEGURIDAD pza 6.00 50.00 300.00 6.00 50.00 300.00 50.00 0.00 50.00 0.00 50.00 0.00 50.00 0.00 50.00 0.00 50.00CONO DE SEGURIDAD pza 12.00 45.00 540.00 12.00 45.00 540.00 45.00 0.00 45.00 0.00 45.00 0.00 45.00 0.00 45.00 0.00 45.00LAMINA REFLECTORIZANTE m2 13.72 80.00 1097.60 80.00 0.00 80.00 0.00 80.00 0.00 9.49 80.00 759.20 4.23 80.00 338.40 80.00 0.00 80.00COLA SINTETICA P/CARPINTERIA gln 0.65 80.00 52.00 0.65 80.00 52.00 80.00 0.00 80.00 0.00 80.00 0.00 80.00 0.00 80.00 0.00 80.00FRANELA ROJA m2 150.00 8.50 1275.00 150.00 8.50 1,275.00 8.50 0.00 8.50 0.00 8.50 0.00 8.50 0.00 8.50 0.00 8.50WINCHA und 0.95 50.00 47.27 0.95 50.00 47.50 50.00 0.00 50.00 0.00 50.00 0.00 50.00 0.00 50.00 0.00 50.00ANCLAJES und 252.36 2.00 504.72 2.00 0.00 2.00 0.00 2.00 0.00 252.36 2.00 504.72 2.00 0.00 2.00 0.00 2.00GASOLINA 84 OCTANOS gln 4,384.34 12.50 54804.27 12.50 0.00 407.28 12.50 5,091.00 609.76 12.50 7,622.00 1,904.04 12.50 23,800.50 770.58 12.50 9,632.25 646.28 12.50 8,078.50 46.41 12.50COMBUSTIBLE gln 7,227.63 14.50 104800.64 4,093.10 14.50 59,349.95 2,243.64 14.50 32,532.78 890.89 14.50 12,917.91 14.50 0.00 14.50 0.00 14.50 0.00 14.50HORMIGON m3 62.58 130.00 8135.71 0.36 130.00 46.80 130.00 0.00 130.00 0.00 130.00 0.00 130.00 0.00 62.22 130.00 8,088.60 130.00ENERGIA ELECTRICA P/OBRA POR MES mes 7.00 600.00 4200.00 5.47 600.00 3,282.00 1.53 600.00 918.00 600.00 0.00 600.00 0.00 600.00 0.00 600.00 0.00 600.00AGUA m3 366.96 2.00 733.92 2.00 0.00 251.34 2.00 502.68 1.62 2.00 3.24 14.73 2.00 29.46 52.35 2.00 104.70 46.89 2.00 93.78 0.03 2.00PRUEBAS PROCTOR MODIFICADO DE CAMPO und 30.00 180.00 5400.00 180.00 0.00 30.00 180.00 5,400.00 180.00 0.00 180.00 0.00 180.00 0.00 180.00 0.00 180.00PRUEBAS ANALIS GRANULOMETRICO POR TAMIZADO und 2.00 50.00 100.00 50.00 0.00 2.00 50.00 100.00 50.00 0.00 50.00 0.00 50.00 0.00 50.00 0.00 50.00PRUEBAS CONTENIDO DE HUMEDAD und 8.00 15.00 120.00 15.00 0.00 8.00 15.00 120.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00TACHAS BI DIRECCIONALES und 222.00 12.00 2664.00 12.00 0.00 12.00 0.00 12.00 0.00 222.00 12.00 2,664.00 12.00 0.00 12.00 0.00 12.00TACHAS DE COLOR AMARILLO und 111.00 10.00 1110.00 10.00 0.00 10.00 0.00 10.00 0.00 111.00 10.00 1,110.00 10.00 0.00 10.00 0.00 10.00PRUEBA : ROTURA DE PROBETA und 80.00 18.00 1440.00 18.00 0.00 80.00 18.00 1,440.00 18.00 0.00 18.00 0.00 18.00 0.00 18.00 0.00 18.00PRUEBA DE CBR und 3.00 250.00 750.00 250.00 0.00 3.00 250.00 750.00 250.00 0.00 250.00 0.00 250.00 0.00 250.00 0.00 250.00PRUEBA DENSIDAD DE CAMPO PROCTOR MODIFICADO und 30.00 60.00 1800.00 60.00 0.00 30.00 60.00 1,800.00 60.00 0.00 60.00 0.00 60.00 0.00 60.00 0.00 60.00DISEÑO DE MEZCLA CONCRETO und 1.00 330.00 330.00 330.00 0.00 1.00 330.00 330.00 330.00 0.00 330.00 0.00 330.00 0.00 330.00 0.00 330.00PALO DE EUCALIPTO DE 3" x 3.0m und 37.50 25.00 937.50 37.50 25.00 937.50 25.00 0.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00MADERA TORNILLO p2 24,305.33 6.00 145832.00 908.62 6.00 5,451.72 7,573.32 6.00 45,439.92 4,651.57 6.00 27,909.42 3,124.87 6.00 18,749.22 4,544.18 6.00 27,265.08 2,488.27 6.00 14,929.62 1,014.50 6.00CAÑA SUMERGIDA EN PETROLEO kg 190.70 20.00 3814.00 20.00 0.00 20.00 0.00 20.00 0.00 20.00 0.00 20.00 0.00 80.40 20.00 1,608.00 110.30 20.00VENTANA P/ CAMPAMENTO DE MADERA INCLUYE VIDRI pza 0.46 70.00 32.48 0.46 70.00 32.20 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00ESTACA DE FIERRO Ø 3/8" X 0.60 M und 834.19 5.00 4170.96 5.00 0.00 5.00 0.00 104.27 5.00 521.35 729.92 5.00 3,649.60 5.00 0.00 5.00 0.00 5.00ROLLIZO DE EUCALIPTO DE 5" m 46.23 12.00 554.76 12.00 0.00 12.00 0.00 12.00 0.00 12.00 0.00 12.00 0.00 24.27 12.00 291.24 21.96 12.00PUERTA PROVISIONAL P/CAMPAMENTO 0.90x2.20M und 0.40 100.00 40.00 0.40 100.00 40.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00TRIPLAY DE 4'x8'x 8.00 mm pln 674.32 55.00 37087.73 21.56 55.00 1,185.80 225.35 55.00 12,394.25 106.96 55.00 5,882.80 107.09 55.00 5,889.95 161.90 55.00 8,904.50 51.46 55.00 2,830.30 55.00TRIPLAY DE 4 MM m2 59.16 10.42 616.45 59.16 10.42 616.45 10.42 0.00 10.42 0.00 10.42 0.00 10.42 0.00 10.42 0.00 10.42TRANQUERA und 4.00 175.78 703.12 4.00 175.78 703.12 175.78 0.00 175.78 0.00 175.78 0.00 175.78 0.00 175.78 0.00 175.78ANGULO 2"x2"x3/16" x6m. AREQUIPA pza 42.06 50.00 2103.00 50.00 0.00 50.00 0.00 50.00 0.00 42.06 50.00 2,103.00 50.00 0.00 50.00 0.00 50.00TEE 2"x2"x3/16" x6m. A. AREQUIPA pza 42.06 65.00 2733.90 65.00 0.00 65.00 0.00 65.00 0.00 42.06 65.00 2,733.90 65.00 0.00 65.00 0.00 65.00

Costo Parcial (S/.)

CRONOGRAMA DE ADQUISICION DE MATERIALES Y EQUIPOS MESUAL

PROYECTO : "MEJORAMIENTO DE PISTAS, PASAJES Y VEREDAS EN LA ZONA URBANA DE LA LOCALIDAD DE SACUAYA, DISTRITO DE CUCHUMBAYA - MARISCAL NIETO - MOQUEGUA"

SUB PROGRAMA : 0074 VÍAS URBANAS

Codigo Descripción Und Cantidad Precio Mes 1 Mes 2 Mes 3 Mes 4 Mes 5 Mes 6 Mes 7

Cantidad Precio Parcial Cantidad Precio Parcial Cantidad Precio Parcial Cantidad Precio Parcial Cantidad Precio Parcial Cantidad Precio Parcial Cantidad PrecioCosto Parcial

(S/.)

TUBO DE FIERRO GALBANIZADO REDONDO DE D=4" X E m 23.00 120.00 2760.00 120.00 0.00 120.00 0.00 120.00 0.00 120.00 0.00 120.00 0.00 5.66 120.00 679.20 17.34 120.00THINER gln 0.00 25.00 0.00 25.00 0.00 0.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00PINTURA ESMALTE SINTETICO gln 0.00 35.00 0.00 35.00 0.00 0.00 35.00 0.00 35.00 0.00 35.00 0.00 35.00 0.00 35.00 0.00 35.00PINTURA ANTICORROSIVA gln 2.70 45.00 121.50 45.00 0.00 0.00 45.00 0.00 45.00 0.00 1.96 45.00 88.20 0.74 45.00 33.30 45.00 0.00 45.00PINTURA ESMALTE gln 3.78 37.00 139.91 2.27 37.00 83.99 1.51 37.00 55.87 0.00 37.00 0.00 37.00 0.00 37.00 0.00 37.00 0.00 37.00PINTURA DE TRAFICO gln 52.05 85.00 4424.59 85.00 0.00 85.00 0.00 85.00 0.00 52.05 85.00 4,424.25 85.00 0.00 85.00 0.00 85.00MICROESFERA DE VIDRIO kg 94.00 10.00 940.00 10.00 0.00 10.00 0.00 10.00 0.00 94.00 10.00 940.00 10.00 0.00 10.00 0.00 10.00CALAMINA (0.90 X 1.80) pln 37.20 17.00 632.40 37.20 17.00 632.40 17.00 0.00 17.00 0.00 17.00 0.00 17.00 0.00 17.00 0.00 17.00TEKNOPOR DE 2" x 4' x 8' pln 53.46 45.00 2405.90 45.00 0.00 24.29 45.00 1,093.05 45.00 0.00 45.00 0.00 17.71 45.00 796.95 11.46 45.00 515.70 45.00POSTE DE CONCRETO ARAMADO pza 18.00 850.00 15300.00 850.00 0.00 850.00 0.00 850.00 0.00 13.04 850.00 11,084.00 4.96 850.00 4,216.00 850.00 0.00 850.00GRANITO LAVADO m3 3.48 60.00 209.06 60.00 0.00 60.00 0.00 1.35 60.00 81.00 2.13 60.00 127.80 60.00 0.00 60.00 0.00 60.00TUBO Fo.GALV. DE 2" m 1,578.54 35.00 55248.76 35.00 0.00 405.02 35.00 14,175.70 1,173.52 35.00 41,073.20 35.00 0.00 35.00 0.00 35.00 0.00 35.00TUB. FIERRO NEGRO DE 2 1/2" x 6.4m und 5.60 87.00 487.20 87.00 0.00 87.00 0.00 87.00 0.00 5.21 87.00 453.27 0.39 87.00 33.93 87.00 0.00 87.00BASE DE PLANCHA METALICA + PERNOS Y TUERCA DE und 686.32 8.00 5490.56 8.00 0.00 176.10 8.00 1,408.80 510.22 8.00 4,081.76 8.00 0.00 8.00 0.00 8.00 0.00 8.00TUBO DE FIERRO FUNDIDO 3"x6' und 4.00 220.00 880.00 220.00 0.00 220.00 0.00 220.00 0.00 220.00 0.00 4.00 220.00 880.00 220.00 0.00 220.00TUBERIA PVC-SAP 3/4" m 349.93 3.00 1049.80 3.00 0.00 3.00 0.00 322.13 3.00 966.39 27.81 3.00 83.43 3.00 0.00 3.00 0.00 3.00

EQUIPOS Y MAQUINARIASHERRAMIENTAS MANUALES %MO 28,755.42 0.00 5,797.88 0.00 5,797.88 0.00 5,797.88 0.00 5,797.88 0.00 0.00 0.00 0.00 0.00BOTAS DE JEBE und 25 28.00 700.00 25.00 28.00 700.00 28.00 0.00 28.00 0.00 28.00 0.00 28.00 0.00 28.00 0.00 28.00BROCHA DE 4" und 0 12.00 0.00 12.00 0.00 0.00 12.00 0.00 12.00 0.00 12.00 0.00 12.00 0.00 12.00 0.00 12.00CASCOS und 50 15.00 750.00 50.00 15.00 750.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00LINTERNA A PILAS und 2 25.00 50.00 2.00 25.00 50.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00CORTADORA DE ANGULO 3" und 0.701 600.00 420.60 600.00 0.00 600.00 0.00 600.00 0.00 0.70 600.00 420.00 600.00 0.00 600.00 0.00 600.00ZAPATOS DE SEGURIDAD PAR 100 60.00 6000.00 100.00 60.00 6,000.00 60.00 0.00 60.00 0.00 60.00 0.00 60.00 0.00 60.00 0.00 60.00GUANTES DE JEBE pza 300 15.00 4500.00 300.00 15.00 4,500.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00ESTACION TOTAL HE 93.5879 25.00 2339.70 78.63 25.00 1,965.75 14.96 25.00 374.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00 0.00 25.00GUANTES DE CUERO PAR 700 9.00 6300.00 700.00 9.00 6,300.00 9.00 0.00 9.00 0.00 9.00 0.00 9.00 0.00 9.00 0.00 9.00PROTECTOR DE OIDOS pza 20 5.00 100.00 20.00 5.00 100.00 5.00 0.00 5.00 0.00 5.00 0.00 5.00 0.00 5.00 0.00 5.00RESPIRADOR CONTRA POLVO und 50 16.00 800.00 50.00 16.00 800.00 16.00 0.00 16.00 0.00 16.00 0.00 16.00 0.00 16.00 0.00 16.00CHALECOS DE SEGURIDAD pza 150 15.00 2250.00 150.00 15.00 2,250.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00LENTE DE PROTECCION pza 150 9.00 1350.00 150.00 9.00 1,350.00 9.00 0.00 9.00 0.00 9.00 0.00 9.00 0.00 9.00 0.00 9.00EQUIPO DE PINTADO DE PAVIMENTOS hm 20.44 25.00 511.00 25.00 0.00 25.00 0.00 25.00 0.00 20.44 25.00 511.00 25.00 0.00 25.00 0.00 25.00BOTIQUIN und 1 120.00 120.00 1.00 120.00 120.00 120.00 0.00 120.00 0.00 120.00 0.00 120.00 0.00 120.00 0.00 120.00EXTINTOR DE 4KG und 1 160.00 160.00 1.00 160.00 160.00 160.00 0.00 160.00 0.00 160.00 0.00 160.00 0.00 160.00 0.00 160.00ESCOBAS pza 5.672 9.00 51.05 9.00 0.00 9.00 0.00 9.00 0.00 9.00 0.00 5.67 9.00 51.03 9.00 0.00 9.00MEZCLADORA DE CONCRETO DE 9 -11P3 hm 674.9937 20.00 13499.87 20.00 0.00 20.00 0.00 49.50 20.00 990.00 189.03 20.00 3,780.60 318.92 20.00 6,378.40 117.54 20.00 2,350.80 20.00CAMION CISTERNA 4x2(AGUA)178-210HP 3000G hm 64.2107 100.00 6421.07 12.80 100.00 1,280.00 51.41 100.00 5,141.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00CAMION VOLQUETE 15 M3. hm 157.2523 95.00 14938.97 12.80 95.00 1,216.00 95.00 0.00 144.45 95.00 13,722.75 95.00 0.00 95.00 0.00 95.00 0.00 95.00SOLDADORA ELECT. MONOF. ALTERNA 225 AMP. hm 732.0975 20.00 14641.95 20.00 0.00 332.10 20.00 6,642.00 400.00 20.00 8,000.00 20.00 0.00 20.00 0.00 20.00 0.00 20.00MOTOBOMBA 4" INCL. MANGUERA Y ACCS. hm 124.6762 45.00 5610.43 51.53 45.00 2,318.85 23.15 45.00 1,041.75 50.00 45.00 2,250.00 45.00 0.00 45.00 0.00 45.00 0.00 45.00CAMION PLATAFORMA 6X4 ,260-300 HP, 19 TN hm 26.6666 210.00 5599.99 26.67 210.00 5,600.70 210.00 0.00 210.00 0.00 210.00 0.00 210.00 0.00 210.00 0.00 210.00CAMION 20 TON. hm 240.9955 160 38559.28 185.6 160.00 29,696.00 55.40 160.00 8,864.00 160.00 0.00 160.00 0.00 160.00 0.00 160.00 0.00 160.00MAQUINA SOLDADORA hm 28.04 15 420.60 15.00 0.00 15.00 0.00 15.00 0.00 28.04 15.00 420.60 15.00 0.00 15.00 0.00 15.00CISTERNA DE AGUA DE 1500 GLNS hm 30.0492 90 2704.43 90.00 0.00 30.05 90.00 2,704.50 90.00 0.00 90.00 0.00 90.00 0.00 90.00 0.00 90.00ANDAMIO METALICO hm 128.3894 20 2567.79 20.00 0.00 128.39 20.00 2,567.80 20.00 0.00 20.00 0.00 20.00 0.00 20.00 0.00 20.00COMPRESORA 250 P.C.M. hm 39.7045 75 2977.84 39.7 75.00 2,977.50 75.00 0.00 75.00 0.00 75.00 0.00 75.00 0.00 75.00 0.00 75.00COMPRESORA NEUMATICA 76 HP 125-175 PCM hm 39.6455 75 2973.41 39.65 75.00 2,973.75 75.00 0.00 75.00 0.00 75.00 0.00 75.00 0.00 75.00 0.00 75.00COMPACTADOR VIBR. TIPO PLANCHA 5.8 HP hm 218.9208 20 4378.42 20.00 0.00 20.00 0.00 46.63 20.00 932.60 100.00 20.00 2,000.00 20.00 0.00 72.29 20.00 1,445.80 20.00RODILLO LISO VIBR AUTOP 101-135HP 10-12T hm 98.0767 160 15692.27 0 160.00 0.00 98.08 160.00 15,692.80 160.00 0.00 160.00 0.00 160.00 0.00 160.00 0.00 160.00MINI RODILLO LISO VIBR 50-80 HP 4-5.5 T hm 136.4805 95 12965.65 51.53 95.00 4,895.35 30.00 95.00 2,850.00 54.95 95.00 5,220.25 95.00 0.00 95.00 0.00 95.00 0.00 95.00MINI CARGADOR (BOOTCAD) hm 350.3761 95 33285.73 95.00 0.00 124.83 95.00 11,858.85 225.55 95.00 21,427.25 95.00 0.00 95.00 0.00 95.00 0.00 95.00CARGADOR S/LLANTAS 160-195 HP 3.5 YD3. hm 118.489 140 16588.46 0 140.00 0.00 37.93 140.00 5,310.20 37.57 140.00 5,259.80 42.99 140.00 6,018.60 140.00 0.00 140.00 0.00 140.00TRACTOR DE ORUGAS DE 190-240 HP hm 74.9269 250 18731.73 59.01 250.00 14,752.50 15.92 250.00 3,980.00 250.00 0.00 250.00 0.00 250.00 0.00 250.00 0.00 250.00MARTILLO NEUMATICO DE 24 Kg. hm 79.2985 35 2775.45 79.3 35.00 2,775.50 35.00 0.00 35.00 0.00 35.00 0.00 35.00 0.00 35.00 0.00 35.00MARTILLO NEUMATICO 24 KG C/CINCEL-ACCS hm 39.7045 35 1389.66 39.7 35.00 1,389.50 35.00 0.00 35.00 0.00 35.00 0.00 35.00 0.00 35.00 0.00 35.00VIBRADOR DE CONCRETO 4 HP 2.40" hm 175.9472 15 2639.21 15.00 0.00 26.65 15.00 399.75 58.57 15.00 878.55 90.73 15.00 1,360.95 15.00 0.00 15.00 0.00 15.00VIBRADOR DE 3/4" - 2" CONCRETO hm 548.8909 15 8233.36 15.00 0.00 97.27 15.00 1,459.05 87.30 15.00 1,309.50 133.52 15.00 2,002.80 159.65 15.00 2,394.75 71.15 15.00 1,067.25 15.00MOTONIVELADORA DE 145-150 HP hm 83.6113 180 15050.03 0 180.00 0.00 83.61 180.00 15,049.80 180.00 0.00 180.00 0.00 180.00 0.00 180.00 0.00 180.00MEZCLADORA CONCRETO TAMBOR 18HP 11P3 hm 656.625 35 22981.88 35.00 0.00 247.80 35.00 8,673.00 117.13 35.00 4,099.55 48.78 35.00 1,707.30 35.00 0.00 100.00 35.00 3,500.00 142.92 35.00MEZCLADORA CONCRETO TROMPO 8 HP 9 P3 hm 1.1582 35 40.54 35.00 0.00 35.00 0.00 35.00 0.00 1.16 35.00 40.60 35.00 0.00 35.00 0.00 35.00PLANCHA COMPACTADORA hm 15.4326 20 308.65 20.00 0.00 20.00 0.00 6.75 20.00 135.00 8.68 20.00 173.60 20.00 0.00 20.00 0.00 20.00NIVEL HE 38.7587 7.77 301.16 32.87 7.77 255.40 7.77 0.00 5.89 7.77 45.77 7.77 0.00 7.77 0.00 7.77 0.00 7.77

CRONOGRAMA DE ADQUISICION DE MATERIALES Y EQUIPOS MESUAL

PROYECTO : "MEJORAMIENTO DE PISTAS, PASAJES Y VEREDAS EN LA ZONA URBANA DE LA LOCALIDAD DE SACUAYA, DISTRITO DE CUCHUMBAYA - MARISCAL NIETO - MOQUEGUA"

SUB PROGRAMA : 0074 VÍAS URBANAS

Codigo Descripción Und Cantidad Precio

MANO DE OBRA

TOPOGRAFO hh 101.15 13.51 1,366.54

CAPATAZ hh 2,929.12 14.94 43,760.99

OPERARIO hh 11,913.50 14.58 173,698.80

OFICIAL hh 7,980.97 12.40 98,963.99

PEON hh 43,817.29 11.10 480,896.62

CONTROLADOR OFICIAL hh 324.87 11.53 3,745.71

MATERIALESCLAVOS PARA MADERA C/C 1" kg 1.70 7.00 11.90CLAVOS PARA MADERA C/C 3" kg 2,002.27 6.00 12013.61PERNO CABEZA DE COCHE 1/4" x 2 1/2" pza 20.00 15.00 300.00ALAMBRE NEGRO N°16 kg 2,025.02 4.50 9112.57ALAMBRE NEGRO N°8 kg 1,019.18 4.50 4586.29PERNOS HEXAGONALES DE 3/4" x 3 1/2" pza 8.00 5.80 46.40CLAVOS PARA CALAMINA kg 1.20 7.00 8.40PERNOS 1/4" X 3" pza 28.00 2.00 56.00CONO DE ABRAMS und 1.00 200.00 200.00BRIQUETAS PARA CONCRETO und 3.00 230.00 690.00TUBO DE FIERRO DE 11/2 PULG. m 2,105.63 25.00 52640.74BANDERINES pza 4.00 25.00 100.00ACERO LISO DE 1/2" kg 2,342.36 4.20 9837.92ESTACA DE FIERRO Ø 1/2" X 0.60M und 9,487.19 4.00 37948.77FIERRO CO. FY=4200 KG/CM2 (GRADO 60) kg 36,725.77 3.80 139557.92ARENA FINA m3 59.59 180.00 10726.13PIEDRA CHANCADA DE 1/2" - 3/4" m3 1,868.06 170.00 317570.76PIEDRA MEDIANA DE 4" m3 475.99 110.00 52358.72PIEDRA MEDIANA DE 6" m3 281.36 110.00 30949.93PIEDRA GRANDE DE 8 - 12" m3 141.65 110.00 15581.35ARENA GRUESA m3 1,315.81 170.00 223687.33MATERIAL BASE PUESTO EN OBRA m3 1,050.66 50.00 52533.11PIEDRA LAJA IREGULAR E prom. = 1" m2 1,249.76 40.00 49990.36PIEDRA DE CANTO RODADO POROSO D prom. 1.5" m3 103.34 120.00 12400.88CINTA DE SEGURIDAD rll 5.00 90.00 450.00ACCESORIOS PARA ANCLAJE DE TUBO A MADERA GLB 1.00 850.00 850.00ASFALTO RC-250 gln 1,281.25 15.00 19218.80CEMENTO TIPO PUZOLANICO IP (42.5KG) BOL 5.18 21.50 111.32CEMENTO PORTLAND TIPO I (42.5KG) BOL 3,643.26 24.00 87438.30CEMENTO PORTLAND TIPO IP (42.5KG) BOL 19,078.95 21.50 410197.47CEMENTO PORTLAND TIPO V BOL 710.07 27.00 19171.76BISAGRA DE 2" X 3" X3/8" und 65.61 8.00 524.91CHAPAS FORTE pza 0.46 70.00 32.48TECKNOPORT E= 1" m2 2,150.34 11.00 23653.69GIGANTOGRAFIA m2 8.64 45.00 388.80ARPILLERA m2 157.50 5.50 866.25SOLDADURA CELLOCORD 1/8" kg 109.96 17.00 1869.29DESMOLDADOR PARA ENCOFRADO C/V kg 402.57 60.00 24153.90YESO DE 28 Kg BOL 9.45 12.00 113.44PEGAMENTO EPOXICO gln 2.78 350.00 971.25DESMOLDEADOR CHEMADESMOLD EB gln 19.91 60.00 1194.72DISOLVENTE gln 15.71 45.00 706.81FIBRA DE VIDRIO DE 4 MM. ACABADO m2 13.72 650.00 8918.00LETREROS DE SEGURIDAD pza 6.00 50.00 300.00CONO DE SEGURIDAD pza 12.00 45.00 540.00LAMINA REFLECTORIZANTE m2 13.72 80.00 1097.60COLA SINTETICA P/CARPINTERIA gln 0.65 80.00 52.00FRANELA ROJA m2 150.00 8.50 1275.00WINCHA und 0.95 50.00 47.27ANCLAJES und 252.36 2.00 504.72GASOLINA 84 OCTANOS gln 4,384.34 12.50 54804.27COMBUSTIBLE gln 7,227.63 14.50 104800.64HORMIGON m3 62.58 130.00 8135.71ENERGIA ELECTRICA P/OBRA POR MES mes 7.00 600.00 4200.00AGUA m3 366.96 2.00 733.92PRUEBAS PROCTOR MODIFICADO DE CAMPO und 30.00 180.00 5400.00PRUEBAS ANALIS GRANULOMETRICO POR TAMIZADO und 2.00 50.00 100.00PRUEBAS CONTENIDO DE HUMEDAD und 8.00 15.00 120.00TACHAS BI DIRECCIONALES und 222.00 12.00 2664.00TACHAS DE COLOR AMARILLO und 111.00 10.00 1110.00PRUEBA : ROTURA DE PROBETA und 80.00 18.00 1440.00PRUEBA DE CBR und 3.00 250.00 750.00PRUEBA DENSIDAD DE CAMPO PROCTOR MODIFICADO und 30.00 60.00 1800.00DISEÑO DE MEZCLA CONCRETO und 1.00 330.00 330.00PALO DE EUCALIPTO DE 3" x 3.0m und 37.50 25.00 937.50MADERA TORNILLO p2 24,305.33 6.00 145832.00CAÑA SUMERGIDA EN PETROLEO kg 190.70 20.00 3814.00VENTANA P/ CAMPAMENTO DE MADERA INCLUYE VIDRI pza 0.46 70.00 32.48ESTACA DE FIERRO Ø 3/8" X 0.60 M und 834.19 5.00 4170.96ROLLIZO DE EUCALIPTO DE 5" m 46.23 12.00 554.76PUERTA PROVISIONAL P/CAMPAMENTO 0.90x2.20M und 0.40 100.00 40.00TRIPLAY DE 4'x8'x 8.00 mm pln 674.32 55.00 37087.73TRIPLAY DE 4 MM m2 59.16 10.42 616.45TRANQUERA und 4.00 175.78 703.12ANGULO 2"x2"x3/16" x6m. AREQUIPA pza 42.06 50.00 2103.00TEE 2"x2"x3/16" x6m. A. AREQUIPA pza 42.06 65.00 2733.90

Costo Parcial (S/.)

CRONOGRAMA DE ADQUISICION DE MATERIALES Y EQUIPOS MESUAL

PROYECTO : "MEJORAMIENTO DE PISTAS, PASAJES Y VEREDAS EN LA ZONA URBANA DE LA LOCALIDAD DE SACUAYA, DISTRITO DE CUCHUMBAYA - MARISCAL NIETO - MOQUEGUA"

Mes 7

Parcial Cantidad Total TOTAL

0.00 101.15 1,366.54

3,760.40 2,929.12 43,761.05

51,030.00 11,913.50 173,698.83

28,706.25 7,980.97 98,964.03

40,151.92 43,817.29 486,371.92

0.00 324.87 3,745.75

0.00 1.70 11.900.00 2,002.27 12,013.620.00 20.00 300.000.00 2,025.01 9,112.550.00 1,019.18 4,586.310.00 8.00 46.400.00 1.20 8.400.00 28.00 56.000.00 1.00 200.000.00 3.00 690.000.00 2,105.63 52,640.750.00 4.00 100.000.00 2,342.36 9,837.910.00 9,487.19 37,948.76

2,363.49 36,725.76 139,557.892,880.00 59.59 10,726.206,762.60 1,868.05 317,568.50

0.00 475.99 52,358.900.00 281.36 30,949.60

4,112.90 141.65 15,581.504,741.30 1,315.82 223,689.40

0.00 1,050.66 52,533.002,034.40 1,249.76 49,990.40

570.00 103.35 12,402.000.00 5.00 450.00

637.50 1.00 850.00465.60 1,281.24 19,218.60

0.00 5.18 111.370.00 3,643.26 87,438.24

5,518.41 19,078.95 410,197.430.00 710.07 19,171.890.00 65.61 524.880.00 0.46 32.20

605.88 2,150.33 23,653.630.00 8.64 388.800.00 157.50 866.250.00 109.95 1,869.150.00 402.56 24,153.600.00 9.46 113.520.00 2.78 973.000.00 19.92 1,195.200.00 15.71 706.950.00 13.72 8,918.000.00 6.00 300.000.00 12.00 540.000.00 13.72 1,097.600.00 0.65 52.000.00 150.00 1,275.000.00 0.95 47.500.00 252.36 504.72

580.13 4,384.35 54,804.370.00 7,227.63 104,800.640.00 62.58 8,135.400.00 7.00 4,200.000.06 366.96 733.920.00 30.00 5,400.000.00 2.00 100.000.00 8.00 120.000.00 222.00 2,664.000.00 111.00 1,110.000.00 80.00 1,440.000.00 3.00 750.000.00 30.00 1,800.000.00 1.00 330.000.00 37.50 937.50

6,087.00 24,305.33 145,831.982,206.00 190.70 3,814.00

0.00 0.46 32.200.00 834.19 4,170.95

263.52 46.23 554.760.00 0.40 40.000.00 674.32 37,087.600.00 59.16 616.450.00 4.00 703.120.00 42.06 2,103.000.00 42.06 2,733.90

CRONOGRAMA DE ADQUISICION DE MATERIALES Y EQUIPOS MESUAL

PROYECTO : "MEJORAMIENTO DE PISTAS, PASAJES Y VEREDAS EN LA ZONA URBANA DE LA LOCALIDAD DE SACUAYA, DISTRITO DE CUCHUMBAYA - MARISCAL NIETO - MOQUEGUA"

SUB PROGRAMA : 0074 VÍAS URBANAS

Codigo Descripción Und Cantidad Precio Costo Parcial (S/.)

TUBO DE FIERRO GALBANIZADO REDONDO DE D=4" X E m 23.00 120.00 2760.00THINER gln 0.00 25.00 0.00PINTURA ESMALTE SINTETICO gln 0.00 35.00 0.00PINTURA ANTICORROSIVA gln 2.70 45.00 121.50PINTURA ESMALTE gln 3.78 37.00 139.91PINTURA DE TRAFICO gln 52.05 85.00 4424.59MICROESFERA DE VIDRIO kg 94.00 10.00 940.00CALAMINA (0.90 X 1.80) pln 37.20 17.00 632.40TEKNOPOR DE 2" x 4' x 8' pln 53.46 45.00 2405.90POSTE DE CONCRETO ARAMADO pza 18.00 850.00 15300.00GRANITO LAVADO m3 3.48 60.00 209.06TUBO Fo.GALV. DE 2" m 1,578.54 35.00 55248.76TUB. FIERRO NEGRO DE 2 1/2" x 6.4m und 5.60 87.00 487.20BASE DE PLANCHA METALICA + PERNOS Y TUERCA DE und 686.32 8.00 5490.56TUBO DE FIERRO FUNDIDO 3"x6' und 4.00 220.00 880.00TUBERIA PVC-SAP 3/4" m 349.93 3.00 1049.80

EQUIPOS Y MAQUINARIASHERRAMIENTAS MANUALES %MO 28,755.42 BOTAS DE JEBE und 25 28.00 700.00BROCHA DE 4" und 0 12.00 0.00CASCOS und 50 15.00 750.00LINTERNA A PILAS und 2 25.00 50.00CORTADORA DE ANGULO 3" und 0.701 600.00 420.60ZAPATOS DE SEGURIDAD PAR 100 60.00 6000.00GUANTES DE JEBE pza 300 15.00 4500.00ESTACION TOTAL HE 93.5879 25.00 2339.70GUANTES DE CUERO PAR 700 9.00 6300.00PROTECTOR DE OIDOS pza 20 5.00 100.00RESPIRADOR CONTRA POLVO und 50 16.00 800.00CHALECOS DE SEGURIDAD pza 150 15.00 2250.00LENTE DE PROTECCION pza 150 9.00 1350.00EQUIPO DE PINTADO DE PAVIMENTOS hm 20.44 25.00 511.00BOTIQUIN und 1 120.00 120.00EXTINTOR DE 4KG und 1 160.00 160.00ESCOBAS pza 5.672 9.00 51.05MEZCLADORA DE CONCRETO DE 9 -11P3 hm 674.9937 20.00 13499.87CAMION CISTERNA 4x2(AGUA)178-210HP 3000G hm 64.2107 100.00 6421.07CAMION VOLQUETE 15 M3. hm 157.2523 95.00 14938.97SOLDADORA ELECT. MONOF. ALTERNA 225 AMP. hm 732.0975 20.00 14641.95MOTOBOMBA 4" INCL. MANGUERA Y ACCS. hm 124.6762 45.00 5610.43CAMION PLATAFORMA 6X4 ,260-300 HP, 19 TN hm 26.6666 210.00 5599.99CAMION 20 TON. hm 240.9955 160 38559.28MAQUINA SOLDADORA hm 28.04 15 420.60CISTERNA DE AGUA DE 1500 GLNS hm 30.0492 90 2704.43ANDAMIO METALICO hm 128.3894 20 2567.79COMPRESORA 250 P.C.M. hm 39.7045 75 2977.84COMPRESORA NEUMATICA 76 HP 125-175 PCM hm 39.6455 75 2973.41COMPACTADOR VIBR. TIPO PLANCHA 5.8 HP hm 218.9208 20 4378.42RODILLO LISO VIBR AUTOP 101-135HP 10-12T hm 98.0767 160 15692.27MINI RODILLO LISO VIBR 50-80 HP 4-5.5 T hm 136.4805 95 12965.65MINI CARGADOR (BOOTCAD) hm 350.3761 95 33285.73CARGADOR S/LLANTAS 160-195 HP 3.5 YD3. hm 118.489 140 16588.46TRACTOR DE ORUGAS DE 190-240 HP hm 74.9269 250 18731.73MARTILLO NEUMATICO DE 24 Kg. hm 79.2985 35 2775.45MARTILLO NEUMATICO 24 KG C/CINCEL-ACCS hm 39.7045 35 1389.66VIBRADOR DE CONCRETO 4 HP 2.40" hm 175.9472 15 2639.21VIBRADOR DE 3/4" - 2" CONCRETO hm 548.8909 15 8233.36MOTONIVELADORA DE 145-150 HP hm 83.6113 180 15050.03MEZCLADORA CONCRETO TAMBOR 18HP 11P3 hm 656.625 35 22981.88MEZCLADORA CONCRETO TROMPO 8 HP 9 P3 hm 1.1582 35 40.54PLANCHA COMPACTADORA hm 15.4326 20 308.65NIVEL HE 38.7587 7.77 301.16

CRONOGRAMA DE ADQUISICION DE MATERIALES Y EQUIPOS MESUAL

PROYECTO : "MEJORAMIENTO DE PISTAS, PASAJES Y VEREDAS EN LA ZONA URBANA DE LA LOCALIDAD DE SACUAYA, DISTRITO DE CUCHUMBAYA - MARISCAL NIETO - MOQUEGUA"

Mes 7

Parcial Cantidad Total TOTAL

2,080.80 23.00 2,760.000.00 0.00 0.000.00 0.00 0.000.00 2.70 121.500.00 3.78 139.860.00 52.05 4,424.250.00 94.00 940.000.00 37.20 632.400.00 53.46 2,405.700.00 18.00 15,300.000.00 3.48 208.800.00 1,578.54 55,248.900.00 5.60 487.200.00 686.32 5,490.560.00 4.00 880.000.00 349.94 1,049.82

0.00 0.00 23,191.530.00 25.00 700.000.00 0.00 0.000.00 50.00 750.000.00 2.00 50.000.00 0.70 420.000.00 100.00 6,000.000.00 300.00 4,500.000.00 93.59 2,339.750.00 700.00 6,300.000.00 20.00 100.000.00 50.00 800.000.00 150.00 2,250.000.00 150.00 1,350.000.00 20.44 511.000.00 1.00 120.000.00 1.00 160.000.00 5.67 51.030.00 674.99 13,499.800.00 64.21 6,421.000.00 157.25 14,938.750.00 732.10 14,642.000.00 124.68 5,610.600.00 26.67 5,600.700.00 241.00 38,560.000.00 28.04 420.600.00 30.05 2,704.500.00 128.39 2,567.800.00 39.70 2,977.500.00 39.65 2,973.750.00 218.92 4,378.400.00 98.08 15,692.800.00 136.48 12,965.600.00 350.38 33,286.100.00 118.49 16,588.600.00 74.93 18,732.500.00 79.30 2,775.500.00 39.70 1,389.500.00 175.95 2,639.250.00 548.89 8,233.350.00 83.61 15,049.80

5,002.20 656.63 22,982.050.00 1.16 40.600.00 15.43 308.600.00 38.76 301.17

TOPOGRAFO 84.68 213.77

CAPATAZ 4,054.45 7,428.02

OPERARIO 396.93 1,351.97

OFICIAL 233.78 962.83

PEON 41,987.07 77,659.53

CONTROLADOR OFICIAL 133.93 269.12

CLAVOS PARA MADERA C/C 1" 1.7

CLAVOS PARA MADERA C/C 3" 50.71 712.07

PERNO CABEZA DE COCHE 1/4" x 2 1/2"ALAMBRE NEGRO N°16 735.5 1,123.91

ALAMBRE NEGRO N°8 20.54 330.21

PERNOS HEXAGONALES DE 3/4" x 3 1/2" 8

CLAVOS PARA CALAMINA 1.2

PERNOS 1/4" X 3"CONO DE ABRAMS 1

BRIQUETAS PARA CONCRETO 3

TUBO DE FIERRO DE 11/2 PULG. 540.26

BANDERINES 4

ACERO LISO DE 1/2"ESTACA DE FIERRO Ø 1/2" X 0.60M 34.11 4,154.37

FIERRO CO. FY=4200 KG/CM2 (GRADO 60) 12,904.47 20,043.12

ARENA FINAPIEDRA CHANCADA DE 1/2" - 3/4" 474.32

PIEDRA MEDIANA DE 4"PIEDRA MEDIANA DE 6"PIEDRA GRANDE DE 8 - 12"ARENA GRUESA 337.11

MATERIAL BASE PUESTO EN OBRA 841.38

PIEDRA LAJA IREGULAR E prom. = 1"PIEDRA DE CANTO RODADO POROSO D prom. 1.5"CINTA DE SEGURIDAD 5

ACCESORIOS PARA ANCLAJE DE TUBO A MADERAASFALTO RC-250CEMENTO TIPO PUZOLANICO IP (42.5KG) 0.9

CEMENTO PORTLAND TIPO I (42.5KG) 3,610.50

CEMENTO PORTLAND TIPO IP (42.5KG) 2,295.43

CEMENTO PORTLAND TIPO V 710.07

BISAGRA DE 2" X 3" X3/8"CHAPAS FORTE 0.46

TECKNOPORT E= 1"GIGANTOGRAFIA 8.64

ARPILLERA 157.5

SOLDADURA CELLOCORD 1/8" 26.41

DESMOLDADOR PARA ENCOFRADO C/V 10.27 165.1

YESO DE 28 Kg 5.69 3.77

PEGAMENTO EPOXICODESMOLDEADOR CHEMADESMOLD EBDISOLVENTEFIBRA DE VIDRIO DE 4 MM. ACABADOLETREROS DE SEGURIDAD 6

CONO DE SEGURIDAD 12

LAMINA REFLECTORIZANTECOLA SINTETICA P/CARPINTERIA 0.65

FRANELA ROJA 150

WINCHA 0.95

ANCLAJESGASOLINA 84 OCTANOS 407.28

COMBUSTIBLE 4,093.10 2,243.64

HORMIGON 0.36

ENERGIA ELECTRICA P/OBRA POR MES 5.47 1.53

AGUA 251.34

PRUEBAS PROCTOR MODIFICADO DE CAMPO 30

PRUEBAS ANALIS GRANULOMETRICO POR TAMIZADO 2

PRUEBAS CONTENIDO DE HUMEDAD 8

TACHAS BI DIRECCIONALESTACHAS DE COLOR AMARILLOPRUEBA : ROTURA DE PROBETA 80

PRUEBA DE CBR 3

PRUEBA DENSIDAD DE CAMPO PROCTOR MODIFICADO 30

DISEÑO DE MEZCLA CONCRETO 1

PALO DE EUCALIPTO DE 3" x 3.0m 37.5

MADERA TORNILLO 908.62 7,573.32

CAÑA SUMERGIDA EN PETROLEOVENTANA P/ CAMPAMENTO DE MADERA INCLUYE VIDRIOS 0.46

ESTACA DE FIERRO Ø 3/8" X 0.60 MROLLIZO DE EUCALIPTO DE 5"PUERTA PROVISIONAL P/CAMPAMENTO 0.90x2.20M 0.4

TRIPLAY DE 4'x8'x 8.00 mm 21.56 225.35

TRIPLAY DE 4 MM 59.16

TRANQUERA 4

ANGULO 2"x2"x3/16" x6m. AREQUIPATEE 2"x2"x3/16" x6m. A. AREQUIPATUBO DE FIERRO GALBANIZADO REDONDO DE D=4" X E=3MMTHINER 0

PINTURA ESMALTE SINTETICO 0

PINTURA ANTICORROSIVA 0

PINTURA ESMALTE 2.27 1.51

PINTURA DE TRAFICOMICROESFERA DE VIDRIOCALAMINA (0.90 X 1.80) 37.2

TEKNOPOR DE 2" x 4' x 8' 24.29

POSTE DE CONCRETO ARAMADOGRANITO LAVADO

TUBO Fo.GALV. DE 2" 405.02

TUB. FIERRO NEGRO DE 2 1/2" x 6.4mBASE DE PLANCHA METALICA + PERNOS Y TUERCA DE ANCLAJE 176.1

TUBO DE FIERRO FUNDIDO 3"x6'TUBERIA PVC-SAP 3/4"

HERRAMIENTAS MANUALESBOTAS DE JEBE 25

BROCHA DE 4" 0

CASCOS 50

LINTERNA A PILAS 2

CORTADORA DE ANGULO 3"ZAPATOS DE SEGURIDAD 100

GUANTES DE JEBE 300

ESTACION TOTAL 78.63 213.77

GUANTES DE CUERO 700

PROTECTOR DE OIDOS 20

RESPIRADOR CONTRA POLVO 50

CHALECOS DE SEGURIDAD 150

LENTE DE PROTECCION 150

EQUIPO DE PINTADO DE PAVIMENTOSBOTIQUIN 1

EXTINTOR DE 4KG 1

ESCOBASMEZCLADORA DE CONCRETO DE 9 -11P3CAMION CISTERNA 4x2(AGUA)178-210HP 3000G 12.8 50.58

CAMION VOLQUETE 15 M3. 12.8

SOLDADORA ELECT. MONOF. ALTERNA 225 AMP. 38.8

MOTOBOMBA 4" INCL. MANGUERA Y ACCS. 51.53 244.83

CAMION PLATAFORMA 6X4 260-300 HP 19 TN 26.67

CAMION 20 TON. 185.6 17.53

MAQUINA SOLDADORACISTERNA DE AGUA DE 1500 GLNS 93.55

ANDAMIO METALICO 97.27

COMPRESORA 250 P.C.M. 55.58

COMPRESORA NEUMATICA 76 HP 125-175 PCM 79.28

COMPACTADOR VIBR. TIPO PLANCHA 5.8 HPRODILLO LISO VIBR AUTOP 101-135HP 10-12T 0 171.38

MINI RODILLO LISO VIBR 50-80 HP 4-5.5 T 51.53 287.28

MINI CARGADOR (BOOTCAD) 124.83

CARGADOR S/LLANTAS 160-195 HP 3.5 YD3. 0 37.93

TRACTOR DE ORUGAS DE 190-240 HP 133.93 15.92

MARTILLO NEUMATICO DE 24 Kg. 158.6

MARTILLO NEUMATICO 24 KG C/CINCEL-ACCS 55.58

VIBRADOR DE CONCRETO 4 HP 2.40" 26.65

VIBRADOR DE 3/4" - 2" CONCRETO 97.27

MOTONIVELADORA DE 145-150 HP 0 158.73

MEZCLADORA CONCRETO TAMBOR 18HP 11P3 247.8

MEZCLADORA CONCRETO TROMPO 8 HP 9 P3PLANCHA COMPACTADORANIVEL 32.87 105.28

0.03

110.05 141.52 169.85 244.83 251.7

1,150.82 1,748.77 2,167.10 3,546.73 4,175.05

767.6 866.87 912.02 1,922.85 2,402.92

3,564.33 3,584.87 4,552.67 6,099.42 5,731.38

69.78

467.21 258.7 368.9 144.68

20

108.99 50.85 5.76

225.16 193.81 178.93 70.53

26.07 1.93

1,565.37

2,156.23 186.13

3,450.41 973.15 515.67 359.48

1,943.61 906.89 305.7 621.97

5.42 9.23 7.48 21.46 16

414.65 235.57 400.56 303.17 39.78

125.94 206.26 143.79

167.41 113.95

24.64 79.62 37.39

245.62 200.96 285.97 218.27 27.89

209.28

308.7 505.6 384.6 50.86

24.7 40.45 33.45 4.75

0.25 0.75

322.91 247.6 246.5 433.19 31.04

4.28

19.49 13.27

5,077.56 3,014.37 4,521.47 3,913.45 256.67

65.61

522.41 366.77 437.4 768.67 55.08

76.53 7.01

91.75 12.76 89.46 33.22

0

2.78

7.72 12.2

15.71

9.49 4.23

9.49 4.23

252.36

609.76 1,904.04 770.58 646.28 46.41

890.89

62.22

1.62 14.73 52.35 46.89 0.03

222

111

4,651.57 3,124.87 4,544.18 2,488.27 1,014.50

80.4 110.3

104.27 729.92

24.27 21.96

106.96 107.09 161.9 51.46

42.06

42.06

5.66 17.34

1.96 0.74

0

52.05

94

17.71 11.46

13.04 4.96

1.35 2.13

1,173.52

5.21 0.39

510.22

4

322.13 27.81

0.7

0.03

27.63

2.83

49.5 189.03 318.92 266.77 0.12

75.43

112.4

170.55 4.33

28.03

46.63 4.92 3.53

175.55

32.22

37.57

58.57 24.38

87.3 133.52 159.65 111.25 0.07

117.13 48.78 252 500

1.15

22.18 8.68

0.02