Computo Metrico Estimativo - CAT

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POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Nuova fermata SFMR di Dolo/Pianiga Opere di mitigazione ambientale 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 C.A. - PER ALTEZZA FINO A 2.00 ml Spostamento barriere antirumore Cordolo di coronamento su micropali (1*2) * (211,00+0,80) * 0,80 2,000 211,800 0,800 338,880 (1,00*2) * (146,00+0,80) * 0,80 2,000 146,800 0,800 234,880 868 PA.AL.007 TONDINO DI ACCIAIO TIPO B.450.C (ex Fe B 44k) BARRE AD ADERENZA MIGLIORATA Totale mq 573,760 28,35 16.266,10 Incidenza kg. 60/m³ Spostamento barriere antirumore Cordolo di coronamento su micropali (1*60) * 211,00 * 0,80 * 0,80 60,00 211,00 0,80 0,80 8.102,40 (1,00*60) * 146,00 * 0,80 * 0,80 60,00 146,00 0,80 0,80 5.606,40 Totale kg 13.708,80 1,01 13.845,89 TOTALE Opere in c.a. e c.a.p. in fondazione ed in elevazione Euro 64.534,79 TOTALE Opere di mitigazione ambientale Euro 641.041,98 PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 - 387 -
POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Nuova fermata SFMR di Dolo/Pianiga Deviazione Scolo "Cavinello" Opere idrauliche e fognarie 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 869 VS.003.01 SCAVO DI SBANCAMENTO CON MEZZI MECCANICI Deviazione Scolo Cavinello ((233+272)) * ((3,00+5,50)/2) * 1,00 505,000 4,250 1,000 2.146,250 870 VS.003.09.b SCAVO DI FONDAZIONE A SEZIONE OBBLIGATA ESEGUITO A MACCHINA - FINO ALLA PROFONDITA DI 2.00 ml Totale metro cubo 2.146,250 5,38 11.546,83 Scatolare in C.A.300 *200 89,00 * (3,80) * 2,00 muri andatori 89,000 3,800 2,000 676,400 6,00 * 10,00 * 4,90 * 1,80 Attraversamento ø 100 cm 6,000 10,000 4,900 1,800 529,200 30,00 * 1,20 * 2,00 muri andatori 30,000 1,200 2,000 72,000 4,00 * 6,00 * 3,50 * 1,80 4,000 6,000 3,500 1,800 151,200 871 VS.004.03 SISTEMAZIONE DI MATERIALE SENZA COMPATTAZIONE A stima 872 VS.003.17 ARMATURA PARETI DI SCAVO PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 1.428,800 12,61 18.017,17 1.000,000 1.000,000 Totale metro cubo 1.000,000 1,42 1.420,00 - 388 -
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Computo Metrico Estimativo - CAT

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