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 446 VS.005.05.c CLS STRUTTURALE PER OPERE IN FONDAZIONE - CLASSE 30 MPa Totale cadauno 1,00 36.217,46 36.217,46 Scatolare in C.A.120 *100 28,00 * 2,00 * 0,20 muri andatori 28,000 2,000 0,200 11,200 2,00 * 5,20 * 2,40 * 0,40 2,000 5,200 2,400 0,400 9,984 PA.AL.027 MANUFATTI S<strong>CAT</strong>OLARI IN C.A.P. 447 a superficie interna. DA MQ 0.71 A MQ 1.50 Scatolare in C.A.120 *100 448 VS.005.06.c CLS STRUTTURALE PER OPERE IN ELEVAZIONE - CLASSE 30 MPa PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 21,184 128,10 2.713,67 28,00 28,00 Totale m 28,00 124,00 3.472,00 Scatolare in C.A.120 *100 muri andatori 2,00 * 5,20 * 0,40 * 2,00 A DEDURRE volume scatolare 2,000 5,200 0,400 2,000 8,320 2,00 * 1,50 * 1,30 * 0,40 A SOMMARE 2,000 1,500 1,300 0,400 -1,560 - 215 -
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 449 PA.AL.002 FORNITURA E POSA DI RETE ELETTROSALDATA TIPO B.450.C (ex FEB44K) Totale metro cubo 6,760 174,43 1.179,15 (doppia rete ø 8 20*20 Scatolare in C.A.120 *100 (2,00*1,10) * 28,00 * 2,00 * 4,08 2,20 28,00 2,00 4,08 502,66 450 PA.AL.007 TONDINO DI ACCIAIO TIPO B.450.C (ex Fe B 44k) BARRE AD ADERENZA MIGLIORATA Totale kg 502,66 0,97 487,58 Scatolare in C.A.120 *100 muri andatori (fondazione) (2,00*70) * 5,20 * 2,40 * 0,40 muri andatori (elevazione) 140,00 5,20 2,40 0,40 698,88 (2,00*70) * 5,20 * 0,40 * 2,00 A DEDURRE volume scatolare 140,00 5,20 0,40 2,00 582,40 (2,00*70) * 1,50 * 1,30 * 0,40 A SOMMARE 140,00 1,50 1,30 0,40 -109,20 451 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 kg 1.172,08 1,01 1.183,80 Scatolare in C.A.120 *100 2,00 * 28,00 * 0,20 muri andatori (fondazione) 2,000 28,000 0,200 11,200 (2,00*2,0) * (5,20+2,40) * 0,40 4,000 7,600 0,400 12,160 - 216 -
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Computo Metrico Estimativo - CAT

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