Hoja14,00 OBRAS DE ARTE4,01 PONTON DE CONCRETOMETRADOSUNDMETRADOPARTIDADESCRIPCIONP1P2P3P4TOTAL00+81001+74007+86015+0924,1,1TRABAJOS PRELIMINARES4,1,1,1TRAZO, NIVELES Y REPLANTEOM2150.00150.00150.00150.00600.004,1,1,2LIMPIEZA DE TERRENO MANUALM2100.00100.00100.00100.00400.004,1,2MOVIMIENTO DE TIERRAS4,1,2,1ACONDICIONAMIENTO DE CAUCEML35.0035.0035.0035.00140.004.1.2.2DEMOLICION DE ESTRUCTURAS (ESTRIBOS)M343.7537.5037.5037.50156.254.1.2.3EXC. NO CLASIFICADA P/ESTRUCTURASM375.0089.50154.00154.00472.504.1.2.4ELIM. DE MAT. EXCEDENTEM360.0094.80160.20160.20475.204.1.2.5RELLENO C/MAT. PROPIO C/EQUIPOM325.0010.5020.5020.5076.504.1.2.6AFIRMADOM37.935.066.556.5422.90CON ESPONJAMIENTO27.484,1,3CONCRETO SIMPLE4,1,3,1CONC. F'C=175 KG/CM3 + 30% PMM361.1359.54118.88118.88358.434,1,3,2CONC. F'C=175 KG/CM3 + 30% PM BAJO AGUAM317.4716.8621.8221.8077.954,1,3,3ENCOF. Y DESENC. EN MUROS Y ALASM2171.69170.07269.08269.08879.924,1,4CONCRETO ARMADO4,1,4,1CONCRETO F'C=210 KG/CM3M319.808.229.139.1346.284,1,4,2ACERO DE REFUERZO Fy=4,200KG/CM3KG1926.09755.65806.36806.364294.464,1,4,3ENCOF. Y DESENCOF. P/LOSAS MACIZASM244.0022.5025.0025.00116.50
Hoja23,00 PAVIMENTOS3,03 AFIRMADO (e = 0,20 cm)PAVIMENTOSOBREANCHOSPLAZOLETASPROGRESIVALONGITUDANCHOESPESORVOLNAREAVOLAREAVOLDELAL(M)(M)(M)(M3)CURVASPROMEDIO(M3)PROMEDIO(M3)TRAMO IEL TINTE - LA CAPILLA0000 +1000 +1000.005.300.21060.001000 +2000 +1000.005.300.21060.002000 +3000 +1000.005.300.21060.003000 +4000 +1000.005.300.21060.004000 +5000 +1000.005.300.21060.005000 +6000 +1000.005.300.21060.006000 +7000 +1000.005.300.21060.007000 +8000 +1000.005.300.21060.008000 +9000 +1000.005.300.21060.009000 +10000 +1000.005.300.21060.0010000 +11000 +1000.005.300.21060.0011000 +12000 +1000.005.300.21060.0012000 +13000 +1000.005.300.21060.0013000 +14000 +1000.005.300.21060.0014000 +15000 +1000.005.300.21060.0015000 +16000 +1000.005.300.21060.0016000 +17000 +1000.005.300.21060.0017000 +18000 +1000.005.300.21060.0018000 +19000 +1000.005.300.21060.0019000 +20000 +1000.005.300.21060.0020000 +21000 +1000.005.300.21060.0021000 +22000 +1000.005.300.21060.0022000 +23000 +1000.005.300.21060.0023000 +24000 +1000.005.300.21060.0024000 +25000 +1000.005.300.21060.0025000 +26000 +1000.005.300.21060.0026000 +27000 +1000.005.300.21060.0027000 +28000 +1000.005.300.21060.0028000 +28666 +866.005.300.2917.96TRAMO IIDERIVACION TUMBADEN0000 +1000 +1000.005.300.21060.001000 +2000 +1000.005.300.21060.002000 +3000 +1000.005.300.21060.003000 +3342 +342.005.300.2362.5234140.48
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