Computo Metrico Estimativo - CAT

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POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Viabilità di progetto - 1° fase - "3° e 4° stralcio" Pista ciclabile su Via Baluello (PC5) 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 1066 VS.005.11.a SOVRAPPREZZO AI CLS STRUTTURALI PER DIVERSA CLASSE DI CONSISTENZA - CLASSE S4 Totale metro cubo 11,250 143,90 1.618,88 Passerella su Scolo Cavin Soletta 2 * 12,50 * (2,50+0,15+0,15) * 0,15 Cordoli 2,000 12,500 2,800 0,150 10,500 2,00 * 12,50 * 0,15 * 0,20 2,000 12,500 0,150 0,200 0,750 1067 VS.005.12.n SOVRAPPREZZO AI CLS STRUTTURALI PER DIVERSA CLASSE DI ESPOSIZIONE - CLASSE XA3 / Rck 45 MPa Totale metro cubo 11,250 2,66 29,93 Passerella su Scolo Cavin Soletta 2 * 12,50 * (2,50+0,15+0,15) * 0,15 Cordoli 2,000 12,500 2,800 0,150 10,500 2 * 12,50 * 0,15 * 0,20 2,000 12,500 0,150 0,200 0,750 1068 VS.005.20.a CASSERATURA IN LEGNO PER STRUTTURE IN C.A. - PER ALTEZZA FINO A 2.00 ml PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 11,250 16,54 186,08 Passerella su Scolo Cavin Soletta (1*2) * (12,50+2,80) * 0,15 Cordoli 2,000 15,300 0,150 4,590 - 479 -
POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Viabilità di progetto - 1° fase - "3° e 4° stralcio" Pista ciclabile su Via Baluello (PC5) 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 (2*2) * (12,50+0,15) * 0,20 4,000 12,650 0,200 10,120 1069 PA.AL.007 TONDINO DI ACCIAIO TIPO B.450.C (ex Fe B 44k) BARRE AD ADERENZA MIGLIORATA Totale mq 14,710 28,35 417,03 Passerella su Scolo Cavin Incidenza kg. 150/m³ Soletta (1*150) * 12,50 * 2,80 * 0,15 Cordoli 150,00 12,50 2,80 0,15 787,50 (2*150) * 12,50 * 0,15 * 0,20 300,00 12,50 0,15 0,20 112,50 Totale kg 900,00 1,01 909,00 TOTALE Opere in c.a. e c.a.p. in fondazione ed in elevazione Euro 38.213,43 PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 - 480 -
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Computo Metrico Estimativo - CAT

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