C:\PC-FRAU\LAVORI\3816_RAVENNA\PROGETTO ESECUTIVO ...

Num.Ord.
TARIFFA
DESIGNAZIONE DEI LAVORI
pag. 23
D I M E N S I O N I
I M P O R T I
Quantità
par.ug. lung. larg. H/peso unitario TOTALE
COMMITTENTE:
R I P O R T O 214.668,330 812.882,28
*(par.ug.=2*37) 74,000 2,000 2,466 364,970
attese 1+1d.20/20 - vert L=190 *
(par.ug.=2*48) 96,000 1,900 2,466 449,800
ferri su cordolo long. 4+4d.16 L=860 8,000 8,600 1,578 108,570
idem - 1+1d.10/20 rip. 10,000 8,600 0,617 53,060
idem . st.d.10/20 L=340 44,000 3,400 0,617 92,300
idem - 1d.10/20 ad U L=150 44,000 1,500 0,617 40,720
ferri nel cordoli bassi - long. 2d.16 *
(lung.=5,80+3,20) 2,000 9,000 1,578 28,400
idem - rip. 1+1d.10/20 *(lung.=5,80+3,20) 8,000 9,000 0,617 44,420
idem - vert. 1+1d.10/20 *(par.ug.=2*(26+
13)) 78,000 1,900 0,617 91,440
MURI SCALA C2A:
vert 1+1d.16/20 POS.3 *(par.ug.=2*40) 80,000 5,600 1,578 706,940
vert 1+1d.20/20 POS.4 *(par.ug.=2*37) 74,000 5,600 2,466 1.021,910
vert 1+1d.12/20 POS.5 *(par.ug.=2*68) 136,000 4,650 0,888 561,570
vert 1+1d.12/20 POS.7 *(par.ug.=2*68) 136,000 3,500 0,888 422,690
vert 1+1d.16 POS.6 18,000 4,650 1,578 132,080
vert 1+1d.16 POS.8 18,000 3,500 1,578 99,410
forcelle vert 1 d.12/20 POS.9 68,000 3,400 0,888 205,310
forcelle vert 1 d.16 POS.10 9,000 3,400 1,578 48,290
orizz. 1+1 d.12/20 L=420 (parte bassa) *
(par.ug.=2*2*23) 92,000 4,200 0,888 343,120
orizz. 1+1 d.10/20 L=420 (parte alta) *
(par.ug.=2*2*37) 148,000 4,200 0,617 383,530
forcelle orizz. 1d.12/20 (parte bassa) *
(par.ug.=4*23) 92,000 1,600 0,888 130,710
forcelle orizz. 1d.10/20 (parte alta) *
(par.ug.=4*37) 148,000 1,600 0,617 146,110
2 st. orizz d.8/20 (parte bassa) *
(par.ug.=8*23) 184,000 1,600 0,395 116,290
orizz. 1+1 d.12/20 L=510 (parte bassa) *
(par.ug.=2*23) 46,000 5,100 0,888 208,320
orizz. 1+1 d.10/20 L=510 (parte alta) *
(par.ug.=2*35) 70,000 5,100 0,617 220,270
forcelle orizz. 1d.12/20 (parte bassa) *
(par.ug.=2*23) 46,000 2,000 0,888 81,700
forcelle orizz. 1d.10/20 (parte alta) *
(par.ug.=2*37) 74,000 2,000 0,617 91,320
3 st. orizz d.8/20 (parte bassa) *
(par.ug.=6*23) 138,000 2,000 0,395 109,020
st. orizz d.12/20 (parte bassa) 23,000 2,900 0,888 59,230
st. orizz d.10/20 (parte alta) 37,000 2,900 0,617 66,200
2 st. d.8/20 (parte bassa) *(lung.=1,80+
1,60) 23,000 3,400 0,395 30,890
ARCHITRAVI (tot. n.3):
3+3 d.20 *(par.ug.=3*6) 18,000 3,500 2,466 155,360
3+3 d.10 *(par.ug.=3*6) 18,000 3,500 0,617 38,870
st. d.8/10 *(par.ug.=3*2*8) 48,000 2,200 0,395 41,710
st. d.8/20 *(par.ug.=3*7) 21,000 2,200 0,395 18,250
RAMPE:
attese vert 8d.16 8,000 2,800 1,578 35,350
attese vert 8d.16 8,000 3,000 1,578 37,870
angolari 8d.16 8,000 1,300 1,578 16,410
8d.16 sup 8,000 4,300 1,578 54,280
8d.14 inf 8,000 4,900 1,208 47,350
orizz. 1+1d.12/20 *(par.ug.=2*7) 14,000 1,400 0,888 17,400
st. d.10/20 (1^ rampa) 16,000 3,000 0,617 29,620
PIANEROTTOLI INTERMEDI (2):
8d.16 sup *(par.ug.=2*8)*(lung.=2,90+
3,30) 16,000 6,200 1,578 156,540
8d.14 inf *(par.ug.=2*8)*(lung.=2,90+
2,40) 16,000 5,300 1,208 102,440
2 d.16 sup *(par.ug.=2*2) 4,000 2,200 1,578 13,890
2 d.14 inf *(par.ug.=2*2) 4,000 2,200 1,208 10,630
8 d.14 inf angolari *(par.ug.=2*8) 16,000 1,300 1,208 25,130
8 d.16 sup angolari *(par.ug.=2*8) 16,000 1,300 1,578 32,820
trasv. 1+1d.12/20 *(par.ug.=2*2*9) 36,000 3,540 0,888 113,170
2^ E 4^ RAMPA:
8d.16 sup *(par.ug.=2*8) 16,000 5,000 1,578 126,240
8d.14 inf *(par.ug.=2*8) 16,000 4,900 1,208 94,710
st. d.10/20 *(par.ug.=2*18) 36,000 3,000 0,617 66,640
PIANEROTTOLO PIANO 1° :
8d.16 sup *(lung.=4,35+4,70) 8,000 9,050 1,578 114,250
8d.14 inf *(lung.=4,50+3,70) 8,000 8,200 1,208 79,240
A R I P O R T A R E 222.555,090 812.882,28