Computo Metrico Estimativo - CAT

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POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Parcheggio di Fermata Parcheggio 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 1 * 35,00 * 5,00 1,000 35,000 5,000 175,000 1 * 15,00 * 5,00 1,000 15,000 5,000 75,000 1,00 * 20,00 * 5,00 1,000 20,000 5,000 100,000 421 PA.OF.CI.21 Fornitura e posa in opera di portabiciclette in acciaio inox AISI 304, formato da singoli elementi modulari accorpabili a seconda delle esig Porta biciclette Totale mq 6.950,000 41,98 291.761,00 20,00 20,00 Totale cadauno 20,00 428,98 8.579,60 TOTALE Movimento materie e pavimentazioni Euro 1.423.303,03 PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 - 205 -
POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Parcheggio di Fermata Parcheggio 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 422 VS.003.01 SCAVO DI SBANCAMENTO CON MEZZI MECCANICI Fosso di laminazione 380,00 * ((5,00+10,0)/2) * 1,00 380,000 7,500 1,000 2.850,000 423 VS.003.09.a SCAVO DI FONDAZIONE A SEZIONE OBBLIGATA ESEGUITO A MACCHINA - FINO ALLA PROFONDITA DI 1.50 ml Totale metro cubo 2.850,000 5,38 15.333,00 Condotta fognatura ø 30 465,00 * 1,20 * 1,50 Pozzetti per condotta ø 30 465,000 1,200 1,500 837,000 32,00 * 1,50 * 1,50 * 1,20 Linea caditoie stradali 32,000 1,500 1,500 1,200 86,400 (2,00*79,00) * 7,00 * 0,60 * (1,15) 158,000 7,000 0,600 1,150 763,140 424 VS.003.09.b SCAVO DI FONDAZIONE A SEZIONE OBBLIGATA ESEGUITO A MACCHINA - FINO ALLA PROFONDITA DI 2.00 ml PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 1.686,540 7,80 13.155,01 Condotta fognatura ø 40 405,00 * 1,20 * 1,60 Condotta fognatura ø 50 405,000 1,200 1,600 777,600 165,0 * 1,30 * 1,80 Condotta fognatura ø 60 165,000 1,300 1,800 386,100 55,00 * (1,40) * 2,00 Condotta fognatura ø 80 55,000 1,400 2,000 154,000 50,0 * 1,80 * 2,00 Pozzetti per condotta ø 40 50,000 1,800 2,000 180,000 - 206 -
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Computo Metrico Estimativo - CAT

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