Computo Metrico Estimativo - CAT

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POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Viabilità di progetto - 1° fase - "1° e 2° stralcio" Asse "C" Fondazioni speciali COMPUTO METRICO ESTIMATIVO Articolo INDICAZIONE DEI LAVORI E DELLE PROVVISTE UNITÀ PREZZO DI SIMILI LUNGH. LARGH. ALT./SPESS. QUANTITÀ IMPORTO N. Codice MISURE MISURA UNITARIO 242 VS.001.45.a IMPIANTO CANTIERE - PER COLONNE DI TERRENO CONSOLIDATO (JET-GROUTING) Consolidamento tergo spalla 243 VS.001.46.a COLONNE DI TERRENO CONSOLIDATO - DIAMETRO RESO 600 mm 1,000 1,000 Totale a c 1,000 4.538,79 4.538,79 Consolidamento tergo spalla 380 * 9,00 380,000 9,000 3.420,000 Totale ml 3.420,000 103,07 352.499,40 TOTALE Fondazioni speciali Euro 357.038,19 PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 - 117 -
POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Viabilità di progetto - 1° fase - "1° e 2° stralcio" Asse "C" Opere in c.a. e c.a.p. in fondazione ed in elevazione COMPUTO METRICO ESTIMATIVO Articolo INDICAZIONE DEI LAVORI E DELLE PROVVISTE UNITÀ PREZZO DI SIMILI LUNGH. LARGH. ALT./SPESS. QUANTITÀ IMPORTO N. Codice MISURE MISURA UNITARIO 244 VS.005.01.c CONGLOMERATO CEMENTIZIO - CLASSE 15 MPa Muro sostegno rilevato cavalcaferrovia tipo A 1,00 * 12,60 * ((3,20+2,15)/2) * 0,10 Muro sostegno rilevato cavalcaferrovia tipo B 1,000 12,600 2,675 0,100 3,371 1 * (7,10) * 3,20 * 0,10 1,000 7,100 3,200 0,100 2,272 1 * 21,56 * 3,20 * 0,10 1,000 21,560 3,200 0,100 6,899 245 VS.005.10.g CONGLOMERATO CEMENTIZIO STRUTTURALE PER OPERE IN C.A. - CLASSE 45 MPa Totale metro cubo 12,542 125,39 1.572,64 Fondazione Muro sostegno rilevato cavalcaferrovia tipo A 1,00 * 12,60 * ((3,20+2,15)/2) * 0,50 Muro sostegno rilevato cavalcaferrovia tipo B 1,000 12,600 2,675 0,500 16,853 1 * (7,10) * 3,20 * 0,50 1,000 7,100 3,200 0,500 11,360 1 * 21,56 * 3,20 * 0,50 Elevazione Muro sostegno rilevato cavalcaferrovia tipo A 1,000 21,560 3,200 0,500 34,496 1,00 * 12,60 * 0,30 * ((0,50+2,50)/2) Muro sostegno rilevato cavalcaferrovia tipo B 1,000 12,600 0,300 1,500 5,670 1 * (7,10) * 0,30 * 2,50 1,000 7,100 0,300 2,500 5,325 1 * 21,56 * 0,30 * 2,50 1,000 21,560 0,300 2,500 16,170 246 VS.005.11.a SOVRAPPREZZO AI CLS STRUTTURALI PER DIVERSA CLASSE DI CONSISTENZA - CLASSE S4 Fondazione PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 89,874 143,90 12.932,87 - 118 -
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Computo Metrico Estimativo - CAT

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