Cronograma de Adquisicion de Materiales

Operario S\. 1,272.49 S\. 1,909.52 S\. 1,851.81 S\. 41,415.00 S\. 12,149.33 S\. 17,041.54 S\. 75,639.68Oficial S\. 792.26 S\. 1,585.76 S\. 1,447.43 S\. 31,584.90 S\. 9,362.62 S\. 1,149.00 S\. 45,921.97Peon S\. 6,776.83 S\. 6,190.86 S\. 149,645.33 S\. 69,726.24 S\. 11,613.23 S\. 114,336.71 S\. 358,289.18Topografo S\. 1,381.78 S\. 1,352.32 S\. 2.71 S\. 10.12 S\. 2,746.92CLAVOS PARA MADERA C/C 3" (kg) S\. 2,946.32 S\. 2,851.21 S\. 36.20 S\. 261.45 S\. 6,095.17CLAVOS PARA MADERA C/C 4" (kg) S\. 19.43 S\. 8.37 S\. 10.56 S\. 81.51 S\. 119.86ALAMBRE NEGRO # 16 (kg) S\. 181.18 S\. 28.18 S\. 269.01 S\. 478.38ALAMBRE NEGRO # 8 (kg) S\. 137.99 S\. 58.57 S\. 73.90 S\. 570.56 S\. 841.02HOJA DE SIERRA DE 24 DIENTES (und) S\. 32.43 S\. 1,477.31 S\. 1,112.31 S\. 2,622.05PISONES DE MANO (und) S\. 6.22 S\. 27.91 S\. 2,733.20 S\. 2,767.33ACERO DE REFUERZO FY=4200 Kg/cm2 - GRADO 60 (kg) S\. 710.20 S\. 710.20ACERO DE CONSTRUCCION CORRUGADO DE 3/8" (kg) S\. 2,694.44 S\. 7,908.89 S\. 10,603.33ACERO DE CONSTRUCCION CORRUGADO DE 1/2" (kg) S\. 2,231.08 S\. 2,231.08ARENA ( Entre las mallas N 100 y N 4) (m3) S\. 86.34 S\. 33.03 S\. 1,209.32 S\. 1,328.68ARENA GRUESA (m3) S\. 790.24 S\. 485.72 S\. 17,007.80 S\. 18,283.76PIEDRA DE 4" A 8" (m3) S\. 1.43 S\. 1.43GRAVA (de " a 1") (m3) S\. 243.00 S\. 243.00PIEDRA DE 10" a 12" (m3) S\. 4.56 S\. 4.56PIEDRA MEDIANA (m3) S\. 395.01 S\. 395.01PIEDRA CHANCADA DE 1/2" (m3) S\. 648.62 S\. 704.92 S\. 2,372.74 S\. 3,726.27PIEDRA CHANCADA DE 3/4" (m3) S\. 648.12 S\. 99.24 S\. 21,943.95 S\. 22,691.32PIEDRA GRANDE (m3) S\. 837.54 S\. 837.54CEMENTO PORTLAND TIPO IP (42.5 kg) (bol) S\. 3,679.36 S\. 1,915.19 S\. 52,478.65 S\. 58,073.21ADITIVO IMPERMEABILIZANTE (kg) S\. 19.49 S\. 7.33 S\. 439.05 S\. 465.88FULMINANTE (und) S\. 15.48 S\. 9.82 S\. 2,730.02 S\. 38.56 S\. 2,793.88MEHCA NARANJA S\. 40.64 S\. 25.78 S\. 7,166.30 S\. 101.22 S\. 7,333.94LLAVE BAYONETA PE D=1" (und) S\. 2,910.00 S\. 2,910.00VALVULA ESFERICA FG D=1 1/2" (und) S\. 14,502.86 S\. 10,877.14 S\. 25,380.00UNION UNIVERSAL DE FG - LIVIANO C/ROSCA D= 2 1/2" (und) S\. 400.00 S\. 400.00UNION UNIVERSAL DE FG - LIVIANO C/ROSCA D= 3" (und) S\. 580.00 S\. 580.00CARTEL DE OBRA PREFABRICADO TIPO BANNER (und) S\. 700.00 S\. 700.00CODO GIRATORIO CON ROSCA HEMBRA /MACHO PE DE = 1" (und) S\. 1,455.00 S\. 1,455.00CODO PEAD 90x1" (und) S\. 970.00 S\. 970.00TIERRA ZARANDEADA (m3) S\. 55.81 S\. 2,823.56 S\. 2,823.56 S\. 5,702.92SACO DE POLIETILENO (und) S\. 60.00 S\. 60.00YESO DE 28 KG (bol) S\. 462.13 S\. 452.28 S\. 0.91 S\. 3.38 S\. 918.70AGUA (m3) S\. 10.26 S\. 31.16 S\. 95.59 S\. 2,817.63 S\. 2,954.65REGLA DE MADERA (p2) S\. 2.74 S\. 1.03 S\. 61.62 S\. 65.39CAMPAMENTO PROVISIONAL EN OBRA (Glb) S\. 30,800.00 S\. 30,800.00TABLAS DE MADERA CORRIENTE DE 1 1/2" x 8" x 10 (und) S\. 1,398.78 S\. 1,398.78LISTONES DE MADERA CORRIENTE DE 2"x3"x10 (pza) S\. 383.89 S\. 383.89TABLAS DE MADERA AGUANO DE 1 1/2" x 8" x 10 (und) S\. 753.08 S\. 950.10 S\. 7,335.75 S\. 9,038.93LISTONES DE MADERA AGUANO DE 2"x3"x10 (pza) S\. 216.22 S\. 272.78 S\. 2,106.18 S\. 2,595.18ROLLIZOS DE EUCALIPTO DE 6" x 3m (und) S\. 36.00 S\. 36.00ROLLIZOS DE EUCALIPTO DE 4" x 3m (und) S\. 223.80 S\. 96.39 S\. 121.61 S\. 938.98 S\. 1,380.79TECNOPOR DE 1" x 2.40 m x 1.20 m (pln) S\. 1.41 S\. 1.41PETROLEO B5 (gln) S\. 23.31 S\. 10.04 S\. 12.67 S\. 97.81 S\. 143.83LATAS CONCRETERAS (und) S\. 1.24 S\. 5.58 S\. 546.64 S\. 553.47COMPUERTA METALICA SEGUN DISEO (und) S\. 3,000.00 S\. 3,000.00REJILLA CON RIELES Y MARCO METALICO SEGUN DISEO (und) S\. 800.00 S\. 800.00ELEVADOR DE ALUMINIO D=1x1m (und) S\. 1,940.00 S\. 1,940.00TAPA METALICA PLANCHA ESTRIADA DE 3/16" x 0.5 x 0.5m (und) S\. 450.00 S\. 450.00TAPA METALICA PLANCHA ESTRIADA DE 3/16" x 0.8 x 0.8m (und) S\. 550.00 S\. 550.00TAPA METALICA PLANCHA ESTRIADA DE 3/16" x 0.5 x 0.4m (und) S\. 4,028.57 S\. 3,021.43 S\. 7,050.00TEE DE FG - LIVIANO C/ROSCA D = 1" (und) S\. 805.71 S\. 604.29 S\. 1,410.00UNION SIMPLE DE FG D=1" (und) S\. 1,261.00 S\. 1,261.00BUSHING DE FG D=1" x 1/2" (und) S\. 1,067.00 S\. 1,067.00UNION SIMPLE DE FG D=1 1/2" (und) S\. 402.86 S\. 302.14 S\. 705.00BUSHING DE FG D=1" x 1 1/2" (und) S\. 1,128.00 S\. 846.00 S\. 1,974.00NIPLE DE FG - LIVIANO C/ROSCA D=2 1/2" x 10" cm (und) S\. 100.00 S\. 100.00NIPLE DE FG - LIVIANO C/ROSCA D= 3" x 10 cm (und) S\. 120.00 S\. 120.00NIPLE DE FG - LIVIANO C/ROSCA D= 1 1/2" x 40 cm (und) S\. 2,820.00 S\. 2,115.00 S\. 4,935.00NIPLE DE FG - LIVIANO C/ROSCA D= 1 1/2" x 2" (und) S\. 1,128.00 S\. 846.00 S\. 1,974.00NIPLE DE FG - LIVIANO C/ROSCA D= 1 1/2" x 3" (und) S\. 1,450.29 S\. 1,087.71 S\. 2,538.00ACCESORIOS EN LINEA DE CONDUCCION (Glb) S\. 2,550.00 S\. 450.00 S\. 3,000.00TRANSPORTE DE OBRA (Glb) S\. 14,000.00 S\. 14,000.00TUB. PVC NTP 399.002 SP C-7.5 (S-13) D= 1" (und) S\. 50,415.33 S\. 18,853.71 S\. 69,269.05MANGUERA PEAD 1" S\. 29,100.00 S\. 29,100.00TUB. PVC NTP 399.002 SP C-7.5 (S-13) D= 2" (und) S\. 6,995.38 S\. 6,995.38TUB. PVC NTP 399.002 SP C-7.5 (S-13) D= 2 1/2" (und) S\. 3,087.99 S\. 1,764.57 S\. 4,852.56TUB. PVC NTP 399.002 SP C-7.5 (S-13) D= 3" (und) S\. 8,098.73 S\. 8,098.73TUB. PVC NTP 399.002 SP C-7.5 (S-13) D= 4" (und) S\. 17,472.43 S\. 17,472.43TUB. PVC NTP 399.002 SP C-7.5 (S-13) D= 6" (und) S\. 19,312.61 S\. 19,312.61ACCESORIOS EN RED DE DISTRIBUCION (Glb) S\. 100.00 S\. 100.00TUB. PVC NTP 399.002 SP C-5 (S-13) D= 2" S\. 2,717.14 S\. 1,812.86 S\. 4,530.00TUB. PVC NTP 399.002 SP C-5 (S-13) D= 3" S\. 4,890.86 S\. 3,263.14 S\. 8,154.00TUBO PVC SAP 6" x 5m C-7.5 (Union flex.) S\. 4,218.86 S\. 4,218.86UNION PRESION ROSCA DE PVC NTP 399.002 SP de 1 " (und) S\. 402.86 S\. 302.14 S\. 705.00CURVA DE PVC NTP 399.002 SP D= 2 1/2" x 22.5 (und) S\. 35.00 S\. 35.00CURVA DE PVC NTP 399.002 SP D= 3" x 22.5 (und) S\. 40.00 S\. 40.00CURVA DE PVC NTP 399.002 SP D= 3" x 45 (und) S\. 60.00 S\. 60.00CURVA DE PVC NTP 399.002 SP D= 2 1/2" x 45 (und) S\. 50.00 S\. 50.00TEE PVC NTP 399.002 SP D=2 1/2" (c/reduccion) (und) S\. 25.00 S\. 25.00TEE PVC NTP 399.002 SP D= 3" (c/reduccion) (und) S\. 30.00 S\. 30.00CURVA DE PVC NTP 399.002 SP D= 1 1/2 " x 90 (und) S\. 1,047.43 S\. 785.57 S\. 1,833.00FILTRO DE TUBERIA PVC NTP 399 002 SP D=2 1/2" X LC CM (HECHIZO) (und) S\. 150.00 S\. 150.00FILTRO DE TUBERIA PVC NTP 399 002 SP D= 3" X LC CM (HECHIZO) (und) S\. 175.00 S\. 175.00NIPLE DE PVC x 10" C/ROSCA D=1 1/2" x 6" (und) S\. 564.00 S\. 423.00 S\. 987.00LUBRICANTE PARA TUBERIA PVC (gln) S\. 334.83 S\. 334.83PEGAMENTO PARA PVC (gln) S\. 3,175.30 S\. 2,471.81 S\. 5,647.11UNION UNIVERSAL PEAD D=1" (und) S\. 970.00 S\. 970.00CINTA TEFLON DE 1/2" x 6.00 m (und) S\. 362.57 S\. 271.93 S\. 634.50ANILLOS DE JEBE DE 6" (und) S\. 111.61 S\. 111.61TUBERIA DE PVC NTP 399.002 SP C-7.5 D=2 1/2" S\. 1,470.00 S\. 1,470.00TUBERIA DE PVC NTP 399.002 SP C-7.5 D= 3" S\. 1,890.00 S\. 1,890.00CODO PVC NTP 399.002 SP C-10 D=2 1/2" x 90 (und) S\. 75.00 S\. 75.00CODO PVC NTP 399.002 SP C-10 D= 3" x 90 (und) S\. 100.00 S\. 100.00TEE PVC NTP 399.002 DE 1 1/2" x 1 1/2" (und) S\. 20,787.43 S\. 15,590.57 S\. 36,378.00TEE PVC NTP 399.002 CON REDUCCION DE 2" A 1 1/2" (und) S\. 14,664.00 S\. 10,998.00 S\. 25,662.00TEE PVC NTP 399.002 CON REDUCCION DE 2 1/2" A 1 1/2" (und) S\. 644.57 S\. 483.43 S\. 1,128.00ACCESORIOS PARA CMARA DE CARGA (Glb) S\. 17,000.00 S\. 17,000.00ACCESORIOS PARA CMARA ROMPE PRESION (Glb) S\. 19,800.00 S\. 19,800.00ACCESORIOS PARA VALVULAS DE PURGA Y/O PASO (Glb) S\. 58,666.67 S\. 11,733.33 S\. 70,400.00VALVULA TIPO COMPUERTA LIVIANA DE BRONCE - ROSCA NTP - PRESION 250 lbs. PSI D=2 1/2" (und) S\. 650.00 S\. 650.00VALVULA TIPO COMPUERTA LIVIANA DE BRONCE - ROSCA NTP - PRESION 250 lbs. PSI D=3" (und) S\. 725.00 S\. 725.00ACCESORIOS - PARTIDOR (Glb) S\. 4,500.00 S\. 4,500.00DINAMITA (und) S\. 19.35 S\. 12.28 S\. 3,412.53 S\. 48.20 S\. 3,492.35MADERA TORNILLO CEPILLADA (p2) S\. 899.76 S\. 881.45 S\. 0.88 S\. 3.30 S\. 1,785.39Volquete de 10 m S\. 1,381.82 S\. 27,083.64 S\. 28,465.45Camin Plataforma S\. 15,002.59 S\. 10,433.95 S\. 25,436.54WINCHA DE 30M S\. 93.57 S\. 90.86 S\. 0.91 S\. 3.38 S\. 188.73ESTACION TOTAL S\. 5.97 S\. 2.13 S\. 3.77 S\. 14.10 S\. 25.97NIVEL TOPOGRAFICO S\. 920.53 S\. 901.79 S\. 0.91 S\. 3.38 S\. 1,826.61COMPRESORA NEUMATICA 87 HP de 250 - 330 PCM S\. 22.70 S\. 14.40 S\. 4,010.35 S\. 69.11 S\. 4,116.56MARTILLO DEUMATICO DE 29 KG S\. 3.10 S\. 1.96 S\. 546.87 S\. 9.42 S\. 561.35BARRENO DE 1" x 3P S\. 2.06 S\. 1.31 S\. 364.58 S\. 6.28 S\. 374.23BALDE DE PRUEBA - TAPON - ABRAZ. Y ACCESORIOS S\. 11.91 S\. 258.67 S\. 1,204.72 S\. 1,475.29CIZALLA P/CORTE DE FIERRO S\. 20.50 S\. 20.50HERRAMIENTASS MANUALES S\. 314.14 S\. 334.81 S\. 4,719.20 S\. 6,126.16 S\. 1,652.73 S\. 4,089.61 S\. 17,236.65VIBRADOR DE 4 HP CAB. = 2.4" S\. 73.08 S\. 33.68 S\. 934.75 S\. 1,041.51MEZCLADORA DE CONCRETO TAMBOR 9 P3 - 10 HP S\. 146.15 S\. 67.36 S\. 1,966.19 S\. 2,179.70FLETE TERRESTRE S\. 24,000.00 S\. 24,000.00PLAN DE CAPACITACION Y ASISTENCIA TECNICA S\. 19,652.60 S\. 19,652.60

Total S\. 101,485.73 S\. 109,232.82 S\. 180,655.84 S\. 551,475.46 S\. 169,327.77 S\. 143,919.04 S\. 1,256,096.67

Totaljunio julio agosto septiembre octubre noviembre diciembre

CRONOGRAMA VALORIZADO DE ADQUISICION DE MATERIALES:INSTALACIN DEL SISTEMA DE RIEGO DE LA COMUNIDAD DE PARUPARU, DISTRITO DE PISAC, CALCA - CUSCO