Computo Metrico Estimativo - CAT

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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 volume scatolare (6,00*2) * 3,44 * 2,44 A SOMMARE Attraversamento ø 100 cm 12,000 3,440 2,440 -100,723 2,0 * 30,00 * 0,20 muri andatori fondazione) 2,000 30,000 0,200 12,000 (4,00*2) * ((5,00+2,50)) * 0,40 muri andatori elevazione) 8,000 7,500 0,400 24,000 (4,00*2) * 4,80 * 2,0 8,000 4,800 2,000 76,800 8,00 * 2,00 * 0,40 A DEDURRE volume tubazione 8,000 2,000 0,400 6,400 8,00 * ((0,659*0,659)*3,14) A SOMMARE 8,000 1,364 -10,912 882 PV.01.02.a INDENNITA' DI DISCARICA - A VOLUME Totale mq 436,285 28,35 12.368,68 Vedi voci scavi ((2146,25+1428,80)-1000) 2.575,050 2.575,050 883 PV.01.01.a TRASPORTO MATERIALI INERTI, ROCCIOSI O DEMOLIZIONI OLTRE 10 km - MATERIALI INERTI, LAPIDEI O DA DEMOLIZIONI Totale metro cubo 2.575,050 6,33 16.300,07 La discarica dista circa 40 km dal cantiere Materiale da portare a discarica vedi quantità art. PV.01.02.a ((2146,25+1428,80)-1000) * (40,00-10,00) 2.575,050 30,000 77.251,500 Totale t/km 77.251,500 0,25 19.312,88 TOTALE Opere idrauliche e fognarie Euro 230.253,90 TOTALE Deviazione Scolo "Cavinello" Euro 230.253,90 PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 - 393 -
POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Nuova fermata SFMR di Dolo/Pianiga Passerelle Movimento materie e pavimentazioni 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 884 VS.003.09.a SCAVO DI FONDAZIONE A SEZIONE OBBLIGATA ESEGUITO A MACCHINA - FINO ALLA PROFONDITA DI 1.50 ml Scavo per fondazione spalle 4,00 * 6,00 * 2,40 * 1,30 4,000 6,000 2,400 1,300 74,880 885 PV.01.02.a INDENNITA' DI DISCARICA - A VOLUME Totale metro cubo 74,880 7,80 584,06 Scavo per fondazione spalle 4,00 * 6,00 * 2,40 * 1,30 4,000 6,000 2,400 1,300 74,880 886 PV.01.01.a TRASPORTO MATERIALI INERTI, ROCCIOSI O DEMOLIZIONI OLTRE 10 km - MATERIALI INERTI, LAPIDEI O DA DEMOLIZIONI Totale metro cubo 74,880 6,33 473,99 La discarica dista circa 40 km dal cantiere Materiale da portare a discarica vedi quantità art. PV.01.02.a 74,88 * (40,00-10,00) 74,880 30,000 2.246,400 887 VS.009.02.b CAPPA IN ASFALTO SINTETICO - SPESSORE FINITO NON INFERIORE A 20 mm PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale t/km 2.246,400 0,25 561,60 Impermeabilizzazione soletta 2 * 12,50 * (5,00+0,15+0,15) 2,000 12,500 5,300 132,500 - 394 -
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Computo Metrico Estimativo - CAT

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