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 SP 26 (PC6) Fondazioni speciali 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 1019 VS.001.09.d IMPIANTO CANTIERE - PER MICROPALI E TIRANTI Passerella 1020 VS.001.24.e FORMAZIONE DI MICROPALI - DIAMETRO PERFORAZIONE DA 240 mm FINO A 300 mm 1,000 1,000 Totale a c 1,000 2.192,35 2.192,35 Passerella (2*12) * 18,00 24,000 18,000 432,000 1021 VS.001.27.c ARMATURA DEI MICROPALI - TUBO IN ACCIAIO Fe 510 VALVOLATO Totale ml 432,000 101,70 43.934,40 Passerella - tubo Ø 139,7 spess. 10 mm peso 32 kg/m (2*12) * 32,00 * 18,00 24,00 32,00 18,00 13.824,00 1022 VS.001.33.c TRATTAMENTO DELLA TESTA DEI PALI - MICROPALI Totale kg 13.824,00 2,38 32.901,12 Passerella (2*12) 24,000 24,000 Totale cd 24,000 10,25 246,00 TOTALE Fondazioni speciali Euro 79.273,87 PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 - 459 -
POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Viabilità di progetto - 1° fase - "3° e 4° stralcio" Pista ciclabile su SP 26 (PC6) 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 1023 VS.005.01.c CONGLOMERATO CEMENTIZIO - CLASSE 15 MPa Spalle passerella 2,00 * (4,70+0,20) * (1,80+0,20) * 0,10 2,000 4,900 2,000 0,100 1,960 1024 VS.005.10.g CONGLOMERATO CEMENTIZIO STRUTTURALE PER OPERE IN C.A. - CLASSE 45 MPa Totale metro cubo 1,960 125,39 245,76 Spalle passerella 2,00 * 4,70 * 1,80 * 1,20 2,000 4,700 1,800 1,200 20,304 2,00 * 4,70 * 0,30 * 0,80 2,000 4,700 0,300 0,800 2,256 2 * 1,50 * 0,20 * 0,80 Baggioli 2,000 1,500 0,200 0,800 0,480 4 * 0,60 * 0,60 * 0,10 Soletta 4,000 0,600 0,600 0,100 0,144 1 * 55,00 * 2,50 * 0,15 1,000 55,000 2,500 0,150 20,625 1025 VS.005.11.a SOVRAPPREZZO AI CLS STRUTTURALI PER DIVERSA CLASSE DI CONSISTENZA - CLASSE S4 PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 43,809 143,90 6.304,12 Spalle passerella 2,00 * 4,70 * 1,80 * 1,20 2,000 4,700 1,800 1,200 20,304 2,00 * 4,70 * 0,30 * 0,80 2,000 4,700 0,300 0,800 2,256 2 * 1,50 * 0,20 * 0,80 Baggioli 2,000 1,500 0,200 0,800 0,480 4 * 0,60 * 0,60 * 0,10 Soletta 4,000 0,600 0,600 0,100 0,144 1 * 55,00 * 2,50 * 0,15 1,000 55,000 2,500 0,150 20,625 - 460 -
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Computo Metrico Estimativo - CAT

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