Computo Metrico Estimativo - CAT

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POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Piste ciclabili - 1° fase - "1° e 2° stralcio" Pista ciclabile da asse B a Via Chiesa (PC3) 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 Incidenza kg. 100/m³ Spalle passerella (2,00*100) * 4,70 * 1,80 * 1,20 200,00 4,70 1,80 1,20 2.030,40 (2,00*100) * 4,70 * 0,30 * 0,80 200,00 4,70 0,30 0,80 225,60 (2*100) * 1,50 * 0,20 * 0,80 Baggioli 200,00 1,50 0,20 0,80 48,00 (4*100) * 0,60 * 0,60 * 0,10 Soletta 400,00 0,60 0,60 0,10 14,40 (1*100) * 55,00 * 2,50 * 0,15 100,00 55,00 2,50 0,15 2.062,50 377 VS.008.01.a FORNITURA E POSA DI MANUFATTI IN FERRO - PER GRIGLIE O MANUFATTI LEGGERI PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 Totale kg 4.380,90 1,01 4.424,71 Struttura in acciaio passerella Piattabanda 700x40 mm 4 * 55,00 * 0,70 * (7850*0,04) Anima 1820x24 mm 4,00 55,00 0,70 314,00 48.356,00 2 * 55,00 * 1,820 * (0,024*7850) Irrigidamenti traversali tipo A 2,00 55,00 1,82 188,40 37.717,68 (5*2) * 0,50 * 1,82 * (0,024*7850) Irrigidamenti traversali tipo B 10,00 0,50 1,82 188,40 1.714,44 (5*2) * 0,35 * 1,82 * (0,024*7850) Traverso HEB 400 Tipo A 10,00 0,35 1,82 188,40 1.200,11 5,00 * 3,20 * 155,00 Traverso HEB 200 Tipo B 5,00 3,20 155,00 2.480,00 4,00 * 3,20 * 61,30 Battipiedi C 180x180 mm spess. mm 15 4,00 3,20 61,30 784,64 2 * 55,00 * 40,90 Lamiera grecata spess. mm 1,2 2,00 55,00 40,90 4.499,00 1 * 55,00 * 2,50 * 16,53 Piatti, fazzoletti, bulloni, pioli ecc circa 5% 1,00 55,00 2,50 16,53 2.272,88 (5000-24,75) 4.975,25 4.975,25 - 179 -
POLO DEL TERZIARIO SOVRAREGIONALE PROGETTO PRELIMINARE Veneto City Piste ciclabili - 1° fase - "1° e 2° stralcio" Pista ciclabile da asse B a Via Chiesa (PC3) 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 378 VS.009.02.b CAPPA IN ASFALTO SINTETICO - SPESSORE FINITO NON INFERIORE A 20 mm Totale kg 104.000,00 2,98 309.920,00 Impermeabilizzazione soletta 1,00 * 55,00 * 2,50 1,000 55,000 2,500 137,500 379 VS.006.06.a GIUNTO DI DILATAZIONE IN GOMMA ARMATA - ESCURSIONE 50 mm Totale mq 137,500 10,33 1.420,38 Struttura in acciaio passerella 2 * 2,60 2,000 2,600 5,200 380 VS.006.08 COPRIGIUNTO IN NEOPRENE Totale ml 5,200 704,96 3.665,79 Struttura in acciaio passerella 2 * 2,60 2,000 2,600 5,200 Totale ml 5,200 103,65 538,98 TOTALE Opere in c.a. e c.a.p. in fondazione ed in elevazione Euro 329.208,77 PT0564P--AS0001DCM00211 Rev 0 09.02.00.00 - 180 -
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Computo Metrico Estimativo - CAT

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