Sheet1MEJORAMIENTO DEL CANAL DE RIEGO PLAN MERIS, ORCOTUNA - SICAYA - PILCOMAYO, DISTRITO DE SICAYA - HUANCAYO - JUNINCRONOGRAMA DE DESEMBOLSO DE OBRAITEMDESCRIPCINPARCIALMES 1MES 2MES 3MES 4MES 5MES 6MES 7MES 8MES 9MES 10MES 11MES 12MES 13TOTAL01TRABAJOS PRELIMINARES10,988.5510,988.5510,988.5502DESARENADOR159,474.9079,737.4579,737.45159,474.9003CONSTRUCCION DE CANAL DE CONCRETO TIPO I03.01 CONSTRUCCION DE ESTRUCTURA DE CONTROL1,104.34441.74441.74220.871,104.3403.02 CONSTRUCCION DE CANAL ADUCTOR47,488.684,748.879,497.749,497.749,497.749,497.744,748.8747,488.6803.03 CONSTRUCCION DE CANAL DE CONCRETO TIPO I687,232.37103,084.86103,084.86103,084.86103,084.86103,084.86103,084.8668,723.24687,232.3703.04 CONSTRUCCION DE CANAL DE CONCRETO TIPO II2,109,740.67316,461.10316,461.10316,461.10316,461.10316,461.10316,461.10210,974.072,109,740.6703.05 CONSTRUCCION DE CANAL DE CONCRETO TIPO III1,586,613.45634,645.38634,645.38317,322.691,586,613.4503.06 CONSTRUCCION DE CANAL TIPO IV131,205.0239,361.5139,361.5139,361.5113,120.50131,205.0203.07 CONSTRUCCION DE CANAL TIPO V PRINCIPAL129,727.9525,945.5925,945.5925,945.5925,945.5919,459.196,486.40129,727.9504CONSTRUCCION DE CANAL DE CONCRETO TIPO II04.01 CONSTRUCCION DE CANAL TIPO V LATERALES1,414,449.77282,889.95282,889.95282,889.95282,889.95282,889.951,414,449.7705PASARELA PEATONAL (08 UND.)23,709.6923,709.6923,709.6906TOMAS LATERALES (72 UND)06.01 TOMAS LATERALES TIPO 154,815.458,222.3246,593.1354,815.4506.02 TOMAS LATERALES TIPO 226,073.3726,073.3726,073.3706.03 TOMAS LATERALES TIPO 320,364.3220,364.3220,364.3207FLETE5,500.572,750.292,750.295,500.5708MODULO DE CAPACITACIN42,000.003,500.003,500.003,500.003,500.003,500.003,500.003,500.003,500.003,500.003,500.003,500.003,500.0042,000.0009MEDIDAS DE MITIGACION AMBIENTAL - REFORESTACIN36,059.737,211.9528,847.7836,059.73COSTO DIRECTO( S/.)6,486,548.8317,680.5791,178.3492,956.05116,082.591,067,189.071,067,189.07745,117.51771,243.01803,175.01783,474.52582,867.80313,061.0935,334.186,486,548.83GASTOS GENERALES 15%972,982.322,652.0913,676.7513,943.4117,412.39160,078.36160,078.36111,767.63115,686.45120,476.25117,521.1887,430.1746,959.165,300.13972,982.32UTILIDAD 10%648,654.881,768.069,117.839,295.6111,608.26106,718.91106,718.9174,511.7577,124.3080,317.5078,347.4558,286.7831,306.113,533.42648,654.88SUB TOTAL8,108,186.0422,100.71113,972.92116,195.07145,103.241,333,986.341,333,986.34931,396.89964,053.761,003,968.77979,343.15728,584.75391,326.3744,167.738,108,186.04IGV(18%)1,459,473.493978.12847520515.12627520915.1121526118.5830875240117.5412240117.5412167651.44065173529.67635180714.3780375176281.767131145.25567570438.74581257950.19083751,459,473.49COSTO DE OBRA9,567,659.5226,078.84134,488.05137,110.18171,221.821,574,103.881,574,103.881,099,048.331,137,583.431,184,683.141,155,624.92859,730.01461,765.1152,117.929,567,659.52SUPERVISION DE OBRA (4%)382,706.381,043.155,379.525,484.416,848.8762,964.1662,964.1643,961.9345,503.3447,387.3346,225.0034,389.2018,470.602,084.72382,706.38TOTAL PRESUPUESTO9,950,365.9027,122.00139,867.57142,594.59178,070.701,637,068.041,637,068.041,143,010.271,183,086.771,232,070.471,201,849.91894,119.21480,235.7254,202.639,950,365.90