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ENCOFRADO RECTO - SUBESTACION ELEVADORA CONCRETO - TRFULCACION ESTRUCTURA COTA INICIAL COTA FINAL m3 PROGRESIVA AREA (m2) PAREDES PERIMETRICOS 1088.5 1089.5 99.98 0+000 7.6 PILARES Y CAJUELAS 1088.2 1090.25 49.92 0+041 6.28 149.9 ENCOFRADO RECTO - CONDUCTO FORZADO ESTRUCTURA COTA INICIAL COTA FINAL m2

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  ENCOFRADO RECTO - SUBESTACION ELEVADORACONCRETO - ESTRUCTURA COTA INICIALCOTA FINAL m3  OG ESIVA AREA (m2) PAREDES PERIMETRICOS 1088.5 1089.5  99.98 0+000 7.6PILARES Y CAJUELAS 1088.2 1090.25  49.92 0+041 6.28 149.9 ENCOFRADO RECTO - CONDUCTO FORZADOESTRUCTURA COTA INICIALCOTA FINAL m2 TAPAS LATERALES VAR VAR  105.84 TAPAS PERIMETRALES VAR VAR  14.4120.24 area de montaje ENCOFRADO RECTO - AREA DE MONTAJEESTRUCTURA COTA INICIALCOTA FINAL M2 MENSULA 1102.6 1103.2  9.2 P6P7P8P9 1102.6 1103.2  1.92 VIGA 13 1102.8 1103.65  43.06 VIGA 14 1102.8 1103.65  12.0466.22 ENCOFRADO RECTO - CASA DE MAQUINA- mensulsESTRUCTURA COTA INICIALCOTA FINAL m2 VIGA 17 1102.8 1103.65  75.25 MENSULA  25.39 CAJUELAS  1.9 VIGA 18 1102.85 1103.65  14.4116.94 ENCOFRADO RECTO - CASA DE MAQUINA U! #$ 2ESTRUCTURA COTA INICIALCOTA FINAL m2 ENCO!RADO E TERNO 1080.9 1082.8  22.94 ENCO!RADO INTERNO 1080.9 1082.8  2648.94 ENCOFRADO RECTO - CASA DE MAQUINA !ALERIA ELECTRICAESTRUCTURA COTA INICIALCOTA FINAL m2 ENCO!RADO CANALETAS INTERNO  1090.6 1090.9  76 ENCO!RADO DETALLES  1090.6 1091.00  22.57 ENCO!RADO CANALETAS E TERNO  1090.6 1090.9  17115.57   RFULCACIONCONCRETO - U! # %ARCIAL m3  EST UCTU A COTA INICIALCOTA FINAL m3 UG 01 1080.6 1081.4  58.33 12.6  226.02 UG 01 1081.4 1082.2  55.94 UG 01 1082.2 1082.8  41.068
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