Computo Metrico Estimativo - CAT

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POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Viabilità di progetto - 1° fase - "1° e 2° stralcio" Asse "A" 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 A SOMMARE 37 PV.01.02.a INDENNITA' DI DISCARICA - A VOLUME Totale mq 168,432 28,35 4.775,05 Vedi voci scavi ((241,5+3030,80)-1700) 1.572,300 1.572,300 38 PV.01.01.a TRASPORTO MATERIALI INERTI, ROCCIOSI O DEMOLIZIONI OLTRE 10 km - MATERIALI INERTI, LAPIDEI O DA DEMOLIZIONI Totale metro cubo 1.572,300 6,33 9.952,66 La discarica dista circa 40 km dal cantiere Materiale da portare a discarica vedi quantità art. PV.01.02.a (241,20-120,00) * (40,00-10,00) 121,200 30,000 3.636,000 39 VS.010.15.d TUBI IN CEMENTO VIBROCOMPRESSI CON COSTIPAMENTO - DIAMETRO 60 cm Condotta fognatura ø 60 40 VS.010.19.c TUBI IN PVC SERIE LEGGERA - DIAMETRO 160 mm PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale t/km 3.636,000 0,25 909,00 950,000 950,000 Totale ml 950,000 63,50 60.325,00 - 21 -
POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Viabilità di progetto - 1° fase - "1° e 2° stralcio" Asse "A" 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 Caditoie stradali 70,00 * 5,00 70,000 5,000 350,000 41 VS.004.02.a SISTEMAZIONE IN RILEVATO - MATERIALE APPARTENENTE AI GRUPPI A1, A2-4, A2-5, A3 42 BM.02.01.a SABBIA Totale ml 350,000 17,63 6.170,50 Condotta fognatura ø 60 950,0 * (1,40) * 1,00 A DEDURRE tubazione ø 60 950,000 1,400 1,000 1.330,000 950,00 * ((0,418*0,418)*3,14) A SOMMARE Linea caditoie stradali 950,000 0,549 -521,550 70,0 * 5,00 * 0,60 * 0,45 A DEDURRE 70,000 5,000 0,600 0,450 94,500 70,00 * 5,00 * ((0,08*0,08)*3,14) A SOMMARE 70,000 5,000 0,020 -7,000 Totale metro cubo 895,950 2,35 2.105,48 Linea caditoie stradali 70,00 * 5,00 * 0,60 * 0,45 A DEDURRE 70,000 5,000 0,600 0,450 94,500 70,00 * 5,00 * ((0,08*0,08)*3,14) A SOMMARE 70,000 5,000 0,020 -7,000 43 BM.02.02.a GHIAINO - GRANULOMETRIA 7-15 mm PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 87,500 22,80 1.995,00 - 22 -
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Computo Metrico Estimativo - CAT

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