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POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Nuova fermata SFMR di Dolo/Pianiga Tunnel di collegamento tra parcheggio e nuova viabilità di Veneto City 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 504 VS.005.01.c CONGLOMERATO CEMENTIZIO - CLASSE 15 MPa Sottopasso Scatolare in opera asse principale 1 * (15,70+0,15) * (8,60+0,15*2) * 0,15 1,000 15,850 8,900 0,150 21,160 1 * 15,18 * (8,60+0,15*2) * 0,15 1,000 15,180 8,900 0,150 20,265 1 * 20,92 * (8,60+0,15*2) * 0,15 1,000 20,920 8,900 0,150 27,928 1 * 10,775 * (8,60+0,15*2) * 0,15 1,000 10,775 8,900 0,150 14,385 1 * 43,61 * (8,60+0,15*2) * 0,15 1,000 43,610 8,900 0,150 58,219 1 * 17,23 * (8,60+0,15*2) * 0,15 1,000 17,230 8,900 0,150 23,002 1 * 11,60 * (8,60+0,15*2) * 0,15 Scatolare in opera ramo lato Sud-ovest 1,000 11,600 8,900 0,150 15,486 (11,66+36,95+0,15) * (6,60+0,15*2) * 0,15 48,760 6,900 0,150 50,467 505 VS.005.10.g CONGLOMERATO CEMENTIZIO STRUTTURALE PER OPERE IN C.A. - CLASSE 45 MPa Totale metro cubo 230,912 125,39 28.954,06 Soletta inferiore Sottopasso Scatolare in opera asse principale 1 * (15,70) * 8,60 * 0,80 1,000 15,700 8,600 0,800 108,016 1 * 15,18 * 8,60 * 0,80 1,000 15,180 8,600 0,800 104,438 1 * 20,92 * 8,60 * 0,80 1,000 20,920 8,600 0,800 143,930 1 * 10,775 * 8,60 * 0,80 1,000 10,775 8,600 0,800 74,132 1 * 43,61 * 8,60 * 0,80 1,000 43,610 8,600 0,800 300,037 1 * 17,23 * 8,60 * 0,80 1,000 17,230 8,600 0,800 118,542 1 * 11,60 * 8,60 * 0,80 Scatolare in opera ramo lato Sud-ovest 1,000 11,600 8,600 0,800 79,808 (11,66+36,95) * (6,60) * 0,80 48,610 6,600 0,800 256,661 Muri Sottopasso Scatolare in opera asse principale PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 - 247 -
POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Nuova fermata SFMR di Dolo/Pianiga Tunnel di collegamento tra parcheggio e nuova viabilità di Veneto City 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 PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 2 * (15,70-1,80) * 0,80 * 2,90 2,000 13,900 0,800 2,900 64,496 1 * 7,00 * 0,50 * 2,90 1,000 7,000 0,500 2,900 10,150 2 * (15,18-1,80) * 0,80 * 3,16 2,000 13,380 0,800 3,160 67,649 2 * 20,92 * 0,80 * 3,20 2,000 20,920 0,800 3,200 107,110 1 * 7,00 * (0,70) * 0,30 1,000 7,000 0,700 0,300 1,470 2 * 10,775 * 0,80 * 2,90 2,000 10,775 0,800 2,900 49,996 2 * (43,61-5,00) * 0,80 * 3,20 2,000 38,610 0,800 3,200 197,683 2 * 7,00 * (0,70) * 0,30 2,000 7,000 0,700 0,300 2,940 2 * 17,23 * 0,80 * 2,90 2,000 17,230 0,800 2,900 79,947 2 * (11,60-3,00) * 0,80 * 2,90 2,000 8,600 0,800 2,900 39,904 1,00 * 7,00 * 0,50 * 2,90 Pozzi luce 1,000 7,000 0,500 2,900 10,150 1 * (2*2,75*3,14) * 0,50 * 0,50 1,000 17,270 0,500 0,500 4,318 1 * (2*2,75*3,14) * 0,50 * 1,50 Scatolare in opera ramo lato Sud-ovest 1,000 17,270 0,500 1,500 12,953 2 * (11,66+36,95-1,80) * 0,80 * 2,90 2,000 46,810 0,800 2,900 217,198 1 * 5,00 * 0,50 * 2,90 Soletta superiore Sottopasso Scatolare in opera asse principale 1,000 5,000 0,500 2,900 7,250 1 * (15,70) * 8,60 * (0,70) 1,000 15,700 8,600 0,700 94,514 1 * 15,18 * 8,60 * (0,70) 1,000 15,180 8,600 0,700 91,384 1 * 20,92 * 8,60 * (0,70) 1,000 20,920 8,600 0,700 125,938 1 * 10,775 * 8,60 * (0,70) 1,000 10,775 8,600 0,700 64,866 1 * 43,61 * 8,60 * (0,70) 1,000 43,610 8,600 0,700 262,532 1 * 17,23 * 8,60 * 0,80 1,000 17,230 8,600 0,800 118,542 1 * 11,60 * 8,60 * (0,70) A DEDURRE Pozzi luce 1,000 11,600 8,600 0,700 69,832 2 * (2,50*2,50*3,14) * (0,70) A SOMMARE Scatolare in opera ramo lato Sud-ovest 2,000 19,625 0,700 -27,475 1 * (11,66+36,95) * (6,60) * (0,70) 1,000 48,610 6,600 0,700 224,578 Totale metro cubo 3.083,489 143,90 443.714,07 - 248 -
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Computo Metrico Estimativo - CAT

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