Computo Metrico Estimativo - CAT

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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 434 VS.010.19.c TUBI IN PVC SERIE LEGGERA - DIAMETRO 160 mm Caditoie stradali (2,00*79,0) * 7,00 158,000 7,000 1.106,000 435 VS.004.02.a SISTEMAZIONE IN RILEVATO - MATERIALE APPARTENENTE AI GRUPPI A1, A2-4, A2-5, A3 436 BM.02.01.a SABBIA Totale ml 1.106,000 17,63 19.498,78 Linea caditoie stradali (2,00*79,00) * 7,00 * 0,60 * 0,45 A DEDURRE 158,000 7,000 0,600 0,450 298,620 (2*79,00) * 7,00 * ((0,08*0,08)*3,14) A SOMMARE 158,000 7,000 0,020 -22,120 Totale metro cubo 276,500 2,35 649,78 Linea caditoie stradali (2,00*79,00) * 7,00 * 0,60 * 0,45 A DEDURRE 158,000 7,000 0,600 0,450 298,620 (2*79,00) * 7,00 * ((0,08*0,08)*3,14) A SOMMARE 158,000 7,000 0,020 -22,120 437 BM.02.02.a GHIAINO - GRANULOMETRIA 7-15 mm PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 276,500 22,80 6.304,20 Condotta fognatura ø 30 465,00 * 1,20 * (0,70) 465,000 1,200 0,700 390,600 - 211 -
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 Condotta fognatura ø 40 405,00 * 1,20 * 0,80 Condotta fognatura ø 50 405,000 1,200 0,800 388,800 165,0 * 1,30 * 0,90 Condotta fognatura ø 60 165,000 1,300 0,900 193,050 55,00 * (1,40) * 1,00 A DEDURRE tubazione ø 30 55,000 1,400 1,000 77,000 465,00 * ((0,247*0,247)*3,14) tubazione ø 40 465,000 0,192 -89,280 405,0 * ((0,301*0,301)*3,14) tubazione ø 50 405,000 0,284 -115,020 165,00 * ((0,357*0,357)*3,14) tubazione ø 60 165,000 0,400 -66,000 55,0 * ((0,418*0,418)*3,14) A SOMMARE 55,000 0,549 -30,195 438 VS.010.16.a POZZETTI IN CALCESTRUZZO ARMATO - DIMENSIONI INTERNE 60x60 cm Pozzetti per condotta ø 30 439 VS.010.16.b POZZETTI IN CALCESTRUZZO ARMATO - DIMENSIONI INTERNE 80x80 cm Pozzetti per condotta ø 40 PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 748,955 26,06 19.517,77 32,000 32,000 Totale cd 32,000 560,88 17.948,16 27,000 27,000 Totale cd 27,000 706,96 19.087,92 - 212 -
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Computo Metrico Estimativo - CAT

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