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" Rotatoria su asse "E" compreso assi di raccordo Movimento materie e pavimentazioni 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 321 VS.004.01.a PREPARAZIONE DEL PIANO DI POSA DEI RILEVATI - MATERIALE PROVENIENTE DA CAVE DI PRESTITO Totale t/km 44.464,860 0,25 11.116,22 Scotico Rotatoria (2*26,50*3,14) * 11,00 166,420 11,000 1.830,620 322 VS.004.56 STABILIZZAZIONE DI TERRENI A CALCE - TRATTAMENTO SUPERFICIALE CON EMULSIONE BITUMINOSA AL 55% Totale mq 1.830,620 4,94 9.043,26 Stab. a calce Rotatoria (2*26,50*3,14) * 11,00 166,420 11,000 1.830,620 323 PA.AL.029 FORNITURA MATERIALI PER RILEVATI DA CAVE CON DISTANZA < 5 KM Totale mq 1.830,620 6,30 11.532,91 Rotatoria (2*26,50*3,14) * ((11,00+9,50)/2) * 1,00 166,420 10,250 1,000 1.705,805 324 PA.AL.030 SOVRAPREZZO PER TRASPORTO A DISCARICA E/O DA CAVA DI PRESTITO OLTRE 5 KM PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 1.705,805 14,80 25.245,91 - 153 -
POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Viabilità di progetto - 1° fase - "1° e 2° stralcio" Rotatoria su asse "E" compreso assi di raccordo Movimento materie e pavimentazioni 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 La cava dista circa 40 km dal cantiere Materiale vedi quantità art. PA.AL.029 (1705,805) * (40,00-5,00) 1.705,81 35,00 59.703,35 325 VS.004.02.a SISTEMAZIONE IN RILEVATO - MATERIALE APPARTENENTE AI GRUPPI A1, A2-4, A2-5, A3 Totale m³*Km 59.703,35 0,20 11.940,67 Rotatoria (2*26,50*3,14) * ((11,00+9,50)/2) * 1,00 166,420 10,250 1,000 1.705,805 326 VS.004.51.b FONDAZIONE STRADALE - MATERIALE PROVENIENTE DA CAVA DI PRESTITO Totale metro cubo 1.705,805 2,35 4.008,64 Stabilizzato Rotatoria (2*26,50*3,14) * (7,00+0,86) * 0,20 166,420 7,860 0,200 261,612 327 VS.013.04.a MANO D'ATTACCO CON BITUME MODIFI<strong>CAT</strong>O - PULIZIA E SPRUZZATURA DEL PIANO D'APPOGGIO PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale metro cubo 261,612 24,17 6.323,16 Strada esistente su SP 34 strada a senso unico 280,00 * 5,50 Strada esistente su SP 34 strada a doppio senso 280,000 5,500 1.540,000 60,00 * 10,50 60,000 10,500 630,000 Totale mq 2.170,000 0,71 1.540,70 - 154 -
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Computo Metrico Estimativo - CAT

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