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 Scatolare in C.A.300 *200 89,0 * (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 1,800 151,200 873 VS.003.18 SOVRAPREZZO PER ESAURIMENTO ACQUA Totale metro cubo 1.428,800 9,01 12.873,49 Scatolare in C.A.300 *200 89,00 * (3,80) * 0,60 muri andatori 89,000 3,800 0,600 202,920 6,0 * 10,00 * 4,90 * 0,40 Attraversamento ø 100 cm 6,000 10,000 4,900 0,400 117,600 30,00 * 1,20 * 0,60 muri andatori 30,000 1,200 0,600 21,600 4,00 * 6,00 * 3,50 * 0,40 4,000 6,000 3,500 0,400 33,600 874 VS.005.01.c CONGLOMERATO CEMENTIZIO - CLASSE 15 MPa PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 375,720 1,98 743,93 Scatolare in C.A.300 *200 89,00 * (3,80) * 0,10 muri andatori 89,000 3,800 0,100 33,820 6,00 * 9,00 * 3,90 * 0,10 Attraversamento ø 100 cm 6,000 9,000 3,900 0,100 21,060 30,00 * 1,20 * 0,10 muri andatori 30,000 1,200 0,100 3,600 - 389 -
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 4,00 * 5,00 * 2,50 * 0,10 Rivestimento fossi 4,000 5,000 2,500 0,100 5,000 ((9,00+9,00+7,00+7,00+8,00)) * 9,50 * 0,15 40,000 9,500 0,150 57,000 875 VS.005.05.c CLS STRUTTURALE PER OPERE IN FONDAZIONE - CLASSE 30 MPa Totale metro cubo 120,480 125,39 15.106,99 Scatolare in C.A.300 *200 89,00 * (3,80) * 0,20 muri andatori 89,000 3,800 0,200 67,640 6,00 * 9,00 * 3,90 * 0,40 Attraversamento ø 100 cm 6,000 9,000 3,900 0,400 84,240 30,00 * 1,20 * 0,20 muri andatori 30,000 1,200 0,200 7,200 4,00 * 5,00 * 2,50 * 0,40 4,000 5,000 2,500 0,400 20,000 PA.AL.027 MANUFATTI S<strong>CAT</strong>OLARI IN C.A.P. 876 b superficie interna. DA MQ 5,01 A MQ 9,00 Scatolare in C.A.300 *200 877 VS.010.15.f TUBI IN CEMENTO VIBROCOMPRESSI CON COSTIPAMENTO - DIAMETRO 100 cm Attraversamento ø 100 cm PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 179,080 128,10 22.940,15 89,00 89,00 Totale m 89,00 801,00 71.289,00 - 390 -
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Computo Metrico Estimativo - CAT

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