%PDF-1.6
%
32 0 obj
<>
endobj
33 0 obj
<>stream
application/pdf
2017-05-30
wPDF by wpCubed GmbH
2017-05-30T15:04:56+02:00
2017-05-30T15:04:56+02:00
ACCA software S.p.A.
uuid:6c297dc9-a776-4d06-8657-7aa09b1b90e9
uuid:ae21e3e4-0e5d-4d45-a20e-a89e665f2a04
endstream
endobj
5 0 obj
<>
endobj
4 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
8 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
10 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
12 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
14 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
16 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
18 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
20 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
22 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
42 0 obj
<>stream
BT
/TT0 28 Tf
0.2834 0 0 0.2834 556.5976 804.2058 Tm
(pag. 9)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 780.1168 Tm
(Num.Ord.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2794 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 204.8982 784.9346 Tm
(INDICAZIONE DEI LAVORI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1524 -2794 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 437.2862 784.9346 Tm
(I M P O R T I)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2777 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 553.1968 780.1168 Tm
(incid.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 504.452 780.1168 Tm
(COSTO)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 770.4812 Tm
(TARIFFA)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2760 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 237.4892 775.299 Tm
(E DELLE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2743 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 558.8648 770.4812 Tm
(%)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 497.6504 770.4812 Tm
(Manodopera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2726 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 215.1006 765.6634 Tm
(SOMMINISTRAZIONI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1524 -2726 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 444.3712 765.6634 Tm
(TOTALE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2744 cm
0 0 m
205 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2750 cm
0 0 m
205 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2676 cm
0 0 m
1975 0 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 383.1568 746.3922 Tm
(R I P O R T O )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2608 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2614 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 267 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1519 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1519 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1519 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2744 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1724 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1929 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2556 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 191.0116 717.4854 Tm
(Riepilogo Strutturale CATEGORIE)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
2.333 w 1 J
q 1 0 0 1 674 -2526 cm
0 0 m
438 0 l
h
S
Q
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2488 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 698.2142 Tm
(C)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2488 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 698.2142 Tm
(LAVORI A CORPO euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 698.2142 Tm
[(57\264308,09)-3238(16\264500,61)-1060(28,793)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -2438 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2420 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 678.943 Tm
(C:001)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2420 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 678.943 Tm
(FOGNATURA euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 678.943 Tm
[(23\264650,67)-3738(8\264781,61)-1060(37,130)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -2370 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2352 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 659.6718 Tm
(C:001.001)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2352 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 659.6718 Tm
( Scavi - movimentazione materiali euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 459.108 659.6718 Tm
[(2\264610,62)-3738(1\264283,93)-1060(49,181)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2318 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 650.0362 Tm
(C:001.002)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2318 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 650.0362 Tm
( Tubazioni euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 459.108 650.0362 Tm
[(8\264696,66)-3738(3\264179,50)-1060(36,560)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2284 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 640.4006 Tm
(C:001.003)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2284 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 640.4006 Tm
( Pozzetti prefabbricati euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 459.108 640.4006 Tm
[(8\264695,28)-3738(3\264824,18)-1060(43,980)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2250 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 630.765 Tm
(C:001.004)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2250 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 630.765 Tm
( Ripristini euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 459.108 630.765 Tm
[(1\264152,33)-4524(329,20)-1107(28,568)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2216 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 621.1294 Tm
(C:001.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2216 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 621.1294 Tm
( Demolizioni e smaltimento euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 459.108 621.1294 Tm
[(2\264495,78)-4524(164,80)-1607(6,603)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -2166 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2148 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 601.8582 Tm
(C:002)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2148 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 601.8582 Tm
(ACQUEDOTTO euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 601.8582 Tm
[(33\264657,42)-3738(7\264719,00)-1060(22,934)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -2098 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2080 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 582.587 Tm
(C:002.001)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2080 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 582.587 Tm
( Scavi - movimentazione materiali euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 459.108 582.587 Tm
[(2\264463,18)-3738(1\264193,59)-1060(48,457)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2046 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 572.9514 Tm
(C:002.002)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2046 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 572.9514 Tm
( Tubazioni euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 459.108 572.9514 Tm
[(1\264966,20)-4524(842,34)-1107(42,841)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2012 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 563.3158 Tm
(C:002.003)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2012 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 563.3158 Tm
( Pozzetti prefabbricati euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 459.108 563.3158 Tm
[(1\264723,21)-4524(435,26)-1107(25,259)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1978 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 553.6802 Tm
(C:002.004)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1978 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 553.6802 Tm
( Ripristini euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 553.6802 Tm
[(14\264155,23)-3738(3\264059,02)-1060(21,611)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1944 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 544.0446 Tm
(C:002.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1944 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 544.0446 Tm
( Demolizioni e smaltimento euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 544.0446 Tm
[(10\264835,51)-4524(174,29)-1607(1,609)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1910 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 534.409 Tm
(C:002.006)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1910 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 534.409 Tm
( Saracinesche e pezzi speciali euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 459.108 534.409 Tm
[(2\264514,09)-3738(2\264014,50)-1060(80,128)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -1860 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1808 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 505.5022 Tm
(S)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1808 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 505.5022 Tm
(COSTI SICUREZZA \(SPECIALI\) euro)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 459.108 505.5022 Tm
(2\264166,01)Tj
255 0 Td
[(0,00)-1607(0,000)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -1758 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1729 -1758 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 376.6386 486.231 Tm
(TOTALE euro)Tj
/TT0 28 Tf
277 0 Td
[(59\264474,10)-3238(16\264500,61)-1060(27,744)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1524 -1690 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1729 -1690 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1638 1245 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -108 1860 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 357.3674 42.9934 Tm
(A R I P O R T A R E )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -194 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -188 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2812 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -2812 cm
0 0 m
0 2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -126 cm
0 0 m
-1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -126 cm
0 0 m
0 -2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -2818 cm
0 0 m
1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -2818 cm
0 0 m
0 2698 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -120 cm
0 0 m
-1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -120 cm
0 0 m
0 -2698 l
S
Q
Q
endstream
endobj
25 0 obj
<>
endobj
28 0 obj
<>
endobj
2 0 obj
<>
endobj
27 0 obj
<>
endobj
26 0 obj
[778 778 250 333 555 500 500 1000 833 278 333 333 500 570 250 333 250 278 500 500 500 500 500 500 500 500 500 500 333 333 570 570 570 500 930 722 667 722 722 667 611 778 778 389 500 778 667 944 722 778 611 778 722 556 667 722 722 1000 722 722 667 333 278 333 581 500 333 500 556 444 556 444 333 500 556 278 333 556 278 833 556 500 556 556 444 389 333 556 500 722 500 500 444 394 220 394 520 778 500 778 333 500 500 1000 500 500 333 1000 556 333 1000 778 667 778 778 333 333 500 500 350 500 1000 333 1000 389 333 722 778 444 722 250 333 500 500 500 500 220 500 333 747 300 500 570 333 747 500 400 549 300 300 333 576 540 333 333 300 330 500 750 750 750 500 722 722 722 722 722 722 1000 722 667 667 667 667 389 389 389 389 722 722 778 778 778 778 778 570 778 722 722 722 722 722 611 556 500 500 500 500 500 500 722 444 444 444 444 444 278 278 278 278 500 556 500 500 500 500 500 549 500 556 556 556 556 500 556 500]
endobj
24 0 obj
<>
endobj
23 0 obj
[778 778 250 333 408 500 500 833 778 180 333 333 500 564 250 333 250 278 500 500 500 500 500 500 500 500 500 500 278 278 564 564 564 444 921 722 667 667 722 611 556 722 722 333 389 722 611 889 722 722 556 722 667 556 611 722 722 944 722 722 611 333 278 333 469 500 333 444 500 444 500 444 333 500 500 278 278 500 278 778 500 500 500 500 333 389 278 500 500 722 500 500 444 480 200 480 541 778 500 778 333 500 444 1000 500 500 333 1000 556 333 889 778 611 778 778 333 333 444 444 350 500 1000 333 980 389 333 722 778 444 722 250 333 500 500 500 500 200 500 333 760 276 500 564 333 760 500 400 549 300 300 333 576 453 333 333 300 310 500 750 750 750 444 722 722 722 722 722 722 889 667 611 611 611 611 333 333 333 333 722 722 722 722 722 722 722 564 722 722 722 722 722 722 556 500 444 444 444 444 444 444 667 444 444 444 444 444 278 278 278 278 500 500 500 500 500 500 500 549 500 500 500 500 500 500 500 500]
endobj
41 0 obj
<>stream
BT
/TT0 28 Tf
0.2834 0 0 0.2834 556.5976 804.2058 Tm
(pag. 8)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 780.1168 Tm
(Num.Ord.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2794 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 162.6716 784.9346 Tm
(INDICAZIONE DEI LAVORI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2794 347 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 416.3146 784.9346 Tm
(I M P O R T I)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2777 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 553.1968 780.1168 Tm
(incid.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 504.452 780.1168 Tm
(COSTO)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 770.4812 Tm
(TARIFFA)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2760 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 195.2626 775.299 Tm
(E DELLE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1226 -2760 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 353.6832 775.299 Tm
(Quantit\340)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2743 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 558.8648 770.4812 Tm
(%)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 497.6504 770.4812 Tm
(Manodopera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2726 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 172.874 765.6634 Tm
(SOMMINISTRAZIONI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2726 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 397.0434 765.6634 Tm
(unitario)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1524 -2726 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 444.3712 765.6634 Tm
(TOTALE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2744 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2750 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2676 cm
0 0 m
1975 0 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 298.7036 746.3922 Tm
(R I P O R T O )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2608 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2614 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 267 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1370 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2744 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1724 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1929 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2676 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 746.3922 Tm
[(57\264308,09)-3238(16\264500,61)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2556 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 151.9024 717.4854 Tm
(COSTI SICUREZZA \(SPECIALI\))Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
2.333 w 1 J
q 1 0 0 1 536 -2526 cm
0 0 m
416 0 l
h
S
Q
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2488 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 698.2142 Tm
(46)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2488 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 698.2142 Tm
(La presente VOCE scaturisce dalla stima analitica dei soli costi della s\
icurezza degli)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2454 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 688.5786 Tm
(SIC.SPCL)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2454 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 688.5786 Tm
(apprestamenti, espressamente previsti dal Piano di Sicurezza e Coordinam\
ento)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2420 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 678.943 Tm
(\(PSC\) per lo specifico cantiere, denominati "Costi Speciali". Tali "C\
osti Speciali")Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2386 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 669.3074 Tm
(della SICUREZZA NON sono compresi nei prezzi unitari delle lavorazioni e\
NON)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2352 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 659.6718 Tm
(sono soggetti a Ribasso d\222Asta.)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 294.4526 650.0362 Tm
[(SOMMANO %)-2588(100,00)-1786(2\264166,01)-3738(2\264166,01)]TJ
836 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -2268 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1729 -2268 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 179.6756 630.765 Tm
(Parziale COSTI SICUREZZA \(SPECIALI\) euro)Tj
/TT0 28 Tf
986 0 Td
(2\264166,01)Tj
255 0 Td
[(0,00)-1607(0,000)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1524 -2200 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1729 -2200 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -2166 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1729 -2166 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 279.9992 601.8582 Tm
(T O T A L E euro)Tj
/TT0 28 Tf
618 0 Td
[(59\264474,10)-3238(16\264500,61)-1060(27,744)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1524 -2098 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1729 -2098 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -108 1860 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 272.9142 42.9934 Tm
(A R I P O R T A R E )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -194 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -188 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2812 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -2812 cm
0 0 m
0 2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -126 cm
0 0 m
-1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -126 cm
0 0 m
0 -2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -2818 cm
0 0 m
1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -2818 cm
0 0 m
0 2698 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -120 cm
0 0 m
-1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -120 cm
0 0 m
0 -2698 l
S
Q
Q
endstream
endobj
40 0 obj
<>stream
BT
/TT0 28 Tf
0.2834 0 0 0.2834 556.5976 804.2058 Tm
(pag. 7)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 780.1168 Tm
(Num.Ord.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2794 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 162.6716 784.9346 Tm
(INDICAZIONE DEI LAVORI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2794 347 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 416.3146 784.9346 Tm
(I M P O R T I)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2777 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 553.1968 780.1168 Tm
(incid.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 504.452 780.1168 Tm
(COSTO)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 770.4812 Tm
(TARIFFA)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2760 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 195.2626 775.299 Tm
(E DELLE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1226 -2760 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 353.6832 775.299 Tm
(Quantit\340)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2743 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 558.8648 770.4812 Tm
(%)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 497.6504 770.4812 Tm
(Manodopera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2726 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 172.874 765.6634 Tm
(SOMMINISTRAZIONI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2726 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 397.0434 765.6634 Tm
(unitario)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1524 -2726 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 444.3712 765.6634 Tm
(TOTALE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2744 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2750 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2676 cm
0 0 m
1975 0 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 298.7036 746.3922 Tm
(R I P O R T O )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2608 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2614 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 267 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1370 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2744 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1724 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1929 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2676 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 746.3922 Tm
[(56\264780,17)-3238(16\264361,24)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2590 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 727.121 Tm
(MATERIALI:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2556 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 717.4854 Tm
(Fornitura elemento cadauno)Tj
ET
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 368.9868 717.4854 Tm
[(1,000)-3071(21,70)]TJ
354 0 Td
(21,70)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2522 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 707.8498 Tm
(NOLI:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2488 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 698.2142 Tm
(Escavatore cadauno)Tj
ET
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 368.9868 698.2142 Tm
[(1,000)-3071(20,39)]TJ
354 0 Td
(20,39)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -2438 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 265.2624 678.943 Tm
(Sommano le risorse euro)Tj
720 0 Td
(42,09)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -2370 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 268.6632 659.6718 Tm
(Resta manodopera euro)Tj
722 0 Td
(6,43)Tj
/TT0 28 Tf
285 0 Td
(13,252)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1524 -2302 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2250 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 630.765 Tm
(QUANTITA' DELLA STIMA:)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 275.1814 621.1294 Tm
[(SOMMANO cadauno)-3517(1,00)-3071(48,52)]TJ
685 0 Td
(48,52)Tj
219 0 Td
[(6,43)-1107(13,252)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2148 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 601.8582 Tm
(45)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2148 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 601.8582 Tm
(Fornitura e posa all' interno del pozzetto di ispezione di gradino in ac\
ciaio rivestito in)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2114 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 592.2226 Tm
(NP.006)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2114 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 592.2226 Tm
(polietilene rispondente alla norma UNI EN 13101)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2046 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 572.9514 Tm
(CALCOLO MANODOPERA:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2012 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 563.3158 Tm
(Prezzo Voce euro)Tj
ET
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 469.3104 563.3158 Tm
(14,10)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -1962 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 287.651 544.0446 Tm
(Prezzo Netto euro)Tj
641 0 Td
(14,10)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -1894 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1876 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 524.7734 Tm
(RISORSE:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1842 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 515.1378 Tm
(MATERIALI:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1808 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 505.5022 Tm
(Fornitura elemento cadauno)Tj
ET
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 368.9868 505.5022 Tm
[(1,000)-3071(10,19)]TJ
354 0 Td
(10,19)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -1758 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 265.2624 486.231 Tm
(Sommano le risorse euro)Tj
720 0 Td
(10,19)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -1690 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 268.6632 466.9598 Tm
(Resta manodopera euro)Tj
722 0 Td
(3,91)Tj
/TT0 28 Tf
285 0 Td
(27,730)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1524 -1622 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1570 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 438.053 Tm
(QUANTITA' DELLA STIMA:)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 275.1814 428.4174 Tm
[(SOMMANO cadauno)-3017(34,00)-3071(14,10)-4571(479,40)-4571(132,94)-1107(27,730)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -1486 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1729 -1486 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT2 28 Tf
0.2834 0 0 0.2834 227.5702 409.1462 Tm
(Parziale LAVORI A CORPO euro)Tj
/TT0 28 Tf
803 0 Td
[(57\264308,09)-3238(16\264500,61)-1060(28,793)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1524 -1418 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1729 -1418 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -108 1860 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 272.9142 42.9934 Tm
(A R I P O R T A R E )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -194 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -188 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -194 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 42.9934 Tm
[(57\264308,09)-3238(16\264500,61)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2812 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -2812 cm
0 0 m
0 2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -126 cm
0 0 m
-1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -126 cm
0 0 m
0 -2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -2818 cm
0 0 m
1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -2818 cm
0 0 m
0 2698 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -120 cm
0 0 m
-1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -120 cm
0 0 m
0 -2698 l
S
Q
Q
endstream
endobj
31 0 obj
<>
endobj
30 0 obj
<>
endobj
29 0 obj
[778 778 250 333 420 500 500 833 778 214 333 333 500 675 250 333 250 278 500 500 500 500 500 500 500 500 500 500 333 333 675 675 675 500 920 611 611 667 722 611 611 722 722 333 444 667 556 833 667 722 611 722 611 500 556 722 611 833 611 556 556 389 278 389 422 500 333 500 500 444 500 444 278 500 500 278 278 444 278 722 500 500 500 500 389 389 278 500 444 667 444 444 389 400 275 400 541 778 500 778 333 500 556 889 500 500 333 1000 500 333 944 778 556 778 778 333 333 556 556 350 500 889 333 980 389 333 667 778 389 556 250 389 500 500 500 500 275 500 333 760 276 500 675 333 760 500 400 549 300 300 333 576 523 250 333 300 310 500 750 750 750 500 611 611 611 611 611 611 889 667 611 611 611 611 333 333 333 333 722 667 722 722 722 722 722 675 722 722 722 722 722 556 611 500 500 500 500 500 500 500 667 444 444 444 444 444 278 278 278 278 500 500 500 500 500 500 500 549 500 500 500 500 500 444 500 444]
endobj
39 0 obj
<>stream
BT
/TT0 28 Tf
0.2834 0 0 0.2834 556.5976 804.2058 Tm
(pag. 6)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 780.1168 Tm
(Num.Ord.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2794 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 162.6716 784.9346 Tm
(INDICAZIONE DEI LAVORI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2794 347 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 416.3146 784.9346 Tm
(I M P O R T I)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2777 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 553.1968 780.1168 Tm
(incid.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 504.452 780.1168 Tm
(COSTO)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 770.4812 Tm
(TARIFFA)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2760 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 195.2626 775.299 Tm
(E DELLE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1226 -2760 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 353.6832 775.299 Tm
(Quantit\340)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2743 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 558.8648 770.4812 Tm
(%)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 497.6504 770.4812 Tm
(Manodopera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2726 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 172.874 765.6634 Tm
(SOMMINISTRAZIONI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2726 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 397.0434 765.6634 Tm
(unitario)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1524 -2726 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 444.3712 765.6634 Tm
(TOTALE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2744 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2750 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2676 cm
0 0 m
1975 0 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 298.7036 746.3922 Tm
(R I P O R T O )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2608 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2614 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 267 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1370 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2744 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1724 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1929 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2676 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 454.857 746.3922 Tm
(45\264225,90)Tj
/TT0 28 Tf
206 0 Td
(16\264354,81)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -2574 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 287.651 717.4854 Tm
(Prezzo Netto euro)Tj
655 0 Td
(5,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -2506 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2488 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 698.2142 Tm
(RISORSE:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2454 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 688.5786 Tm
(VARIE:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2420 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 678.943 Tm
(Costo smaltimento t)Tj
ET
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 368.9868 678.943 Tm
[(1,000)-3571(5,00)]TJ
368 0 Td
(5,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -2370 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 265.2624 659.6718 Tm
(Sommano le risorse euro)Tj
734 0 Td
(5,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -2302 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 268.6632 640.4006 Tm
(Resta manodopera euro)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1524 -2234 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2182 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 611.4938 Tm
(QUANTITA' DELLA STIMA:)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 298.987 601.8582 Tm
[(SOMMANO t)-1786(2\264274,47)-3524(5,00)-3286(11\264372,35)]TJ
820 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2080 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 582.587 Tm
(42)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2080 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 582.587 Tm
(Raccordo a compressione tipo "PLASSON" od equivalente per tubi in Poliet\
ilene:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2046 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 572.9514 Tm
(NP.003)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2046 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 572.9514 Tm
(corpo in polipropilene nero, ghiera in polipropilene grigio; guarnizione\
toroidale in)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2012 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 563.3158 Tm
(gomma nitrilica NBR alloggiata in apposita sede trapezoidale ricavata ne\
l corpo di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1978 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 553.6802 Tm
(PP, quindi compressa solo in modo perpendicolare al tubo, e non in modo \
assiale da)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1944 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 544.0446 Tm
(ghiere mobili; anello di serraggio in poliacetale bianco, anelli di rinf\
orzo ove previsti)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1910 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 534.409 Tm
(in AISI 430. Idonei al contatto con acqua potabile in conformit\340 al D\
.M. n. 174 del)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1876 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 524.7734 Tm
(06/04/2004 \(sostituisce Circ. Min. Sanit\340 n. 102 del 02/12/1978\). C\
ollaudato)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1842 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 515.1378 Tm
(secondo UNI 9561 - 9562. - Raccordo flangiato 63 mm x 50 DN, PN 16)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1774 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 495.8666 Tm
(CALCOLO MANODOPERA:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1740 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 486.231 Tm
(Prezzo Voce euro)Tj
ET
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 469.3104 486.231 Tm
(34,10)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -1690 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 287.651 466.9598 Tm
(Prezzo Netto euro)Tj
641 0 Td
(34,10)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -1622 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1604 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 447.6886 Tm
(RISORSE:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1570 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 438.053 Tm
(MATERIALI:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1536 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 428.4174 Tm
(Fornitura elemento cadauno)Tj
ET
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 368.9868 428.4174 Tm
[(1,000)-3071(34,10)]TJ
354 0 Td
(34,10)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -1486 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 265.2624 409.1462 Tm
(Sommano le risorse euro)Tj
720 0 Td
(34,10)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -1418 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 268.6632 389.875 Tm
(Resta manodopera euro)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1524 -1350 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1298 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 360.9682 Tm
(QUANTITA' DELLA STIMA:)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 275.1814 351.3326 Tm
[(SOMMANO cadauno)-3517(4,00)-3071(34,10)-4571(136,40)]TJ
904 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1196 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 332.0614 Tm
(43)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1196 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 332.0614 Tm
(Fornitura e posa elemento raggiungi-quota DN 625 mm - H 50 mm)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1162 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 322.4258 Tm
(NP.004)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1128 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 312.7902 Tm
(CALCOLO MANODOPERA:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1094 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 303.1546 Tm
(Prezzo Voce euro)Tj
ET
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 469.3104 303.1546 Tm
(45,52)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -1044 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 287.651 283.8834 Tm
(Prezzo Netto euro)Tj
641 0 Td
(45,52)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -976 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -958 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 264.6122 Tm
(RISORSE:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -924 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 254.9766 Tm
(MATERIALI:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -890 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 245.341 Tm
(Fornitura elemento cadauno)Tj
ET
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 368.9868 245.341 Tm
[(1,000)-3071(18,70)]TJ
354 0 Td
(18,70)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -856 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 235.7054 Tm
(NOLI:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -822 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 226.0698 Tm
(Escavatore cadauno)Tj
ET
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 368.9868 226.0698 Tm
[(1,000)-3071(20,39)]TJ
354 0 Td
(20,39)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -772 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 265.2624 206.7986 Tm
(Sommano le risorse euro)Tj
720 0 Td
(39,09)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -704 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 268.6632 187.5274 Tm
(Resta manodopera euro)Tj
722 0 Td
(6,43)Tj
/TT0 28 Tf
285 0 Td
(14,126)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1524 -636 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -584 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 158.6206 Tm
(QUANTITA' DELLA STIMA:)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 275.1814 148.985 Tm
[(SOMMANO cadauno)-3517(1,00)-3071(45,52)]TJ
685 0 Td
(45,52)Tj
219 0 Td
[(6,43)-1107(14,126)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -482 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 129.7138 Tm
(44)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -482 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 129.7138 Tm
(Fornitura e posa elemento raggiungi-quota DN 625 mm - H 100 mm)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -448 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 120.0782 Tm
(NP.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -414 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 110.4426 Tm
(CALCOLO MANODOPERA:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -380 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 100.807 Tm
(Prezzo Voce euro)Tj
ET
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 469.3104 100.807 Tm
(48,52)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -330 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT1 28 Tf
0.2834 0 0 0.2834 287.651 81.5358 Tm
(Prezzo Netto euro)Tj
641 0 Td
(48,52)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -262 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -244 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 62.2646 Tm
(RISORSE:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -108 1860 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 272.9142 42.9934 Tm
(A R I P O R T A R E )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -194 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -188 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -194 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 42.9934 Tm
[(56\264780,17)-3238(16\264361,24)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2812 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -2812 cm
0 0 m
0 2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -126 cm
0 0 m
-1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -126 cm
0 0 m
0 -2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -2818 cm
0 0 m
1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -2818 cm
0 0 m
0 2698 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -120 cm
0 0 m
-1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -120 cm
0 0 m
0 -2698 l
S
Q
Q
endstream
endobj
38 0 obj
<>stream
BT
/TT0 28 Tf
0.2834 0 0 0.2834 556.5976 804.2058 Tm
(pag. 5)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 780.1168 Tm
(Num.Ord.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2794 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 162.6716 784.9346 Tm
(INDICAZIONE DEI LAVORI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2794 347 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 416.3146 784.9346 Tm
(I M P O R T I)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2777 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 553.1968 780.1168 Tm
(incid.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 504.452 780.1168 Tm
(COSTO)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 770.4812 Tm
(TARIFFA)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2760 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 195.2626 775.299 Tm
(E DELLE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1226 -2760 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 353.6832 775.299 Tm
(Quantit\340)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2743 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 558.8648 770.4812 Tm
(%)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 497.6504 770.4812 Tm
(Manodopera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2726 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 172.874 765.6634 Tm
(SOMMINISTRAZIONI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2726 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 397.0434 765.6634 Tm
(unitario)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1524 -2726 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 444.3712 765.6634 Tm
(TOTALE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2744 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2750 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2676 cm
0 0 m
1975 0 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 298.7036 746.3922 Tm
(R I P O R T O )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2608 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2614 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 267 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1370 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2744 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1724 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1929 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2676 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 746.3922 Tm
[(34\264533,45)-3238(13\264274,50)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2590 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 727.121 Tm
(garantire l'assenza di cedimenti elemento di rialzo monolitico h 1350 mm\
: base)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2556 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 717.4854 Tm
(rivestita in resine polimeriche o realizzata in cls autocompattante SCC \
classe C60/)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2522 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 707.8498 Tm
(75, condotte del diametro interno 250 mm - altezza complessiva del pozze\
tto 1950)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2488 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 698.2142 Tm
(mm.)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 290.2016 688.5786 Tm
[(SOMMANO cad)-3569(1,00)-1786(1\264007,33)-3738(1\264007,33)-4524(416,73)-1107(41,370)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2386 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 669.3074 Tm
(33)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2386 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 669.3074 Tm
(Provvista e posa in opera di tubi in PVC per fognature secondo la norma \
EN 13476-)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2352 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 659.6718 Tm
(08.A35.H70.085)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2352 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 659.6718 Tm
(1, giunto a bicchiere con anello elastomerico di tenuta per sistemi di f\
ognatura e)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2318 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 650.0362 Tm
(scarichi interrati non in pressione, compreso il carico e lo scarico a p\
ie' d'opera, e la)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2284 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 640.4006 Tm
(loro discesa nella trincea; compreso ogni lavoro e provvista per dare l'\
opera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2250 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 630.765 Tm
(perfettamente ultimata a regola serie SN 8 kN/m\262: diametro esterno 25\
0)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 295.0194 621.1294 Tm
[(SOMMANO m)-2571(162,00)-3071(26,25)-3786(4\264252,50)-3738(1\264800,51)-1060(42,340)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2148 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 601.8582 Tm
(34)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2148 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 601.8582 Tm
(Fornitura e posa di chiusino di ispezione in ghisa sferoidale rispondent\
e alle norme)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2114 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 592.2226 Tm
(08.P03.F20.010)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2114 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 592.2226 Tm
(UNI EN 124, classe D 400 per traffico intenso, a telaio circolare o quad\
rato con)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2080 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 582.587 Tm
(suggello circolare articolato autocentrante ed estraibile con bloccaggio\
di sicurezza in)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2046 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 572.9514 Tm
(posizione aperta, munito di guarnizione in elastomero antirumore peso ca\
kg 100:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2012 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 563.3158 Tm
(telaio quadrato, H 100 mm, lato mm 850-passo d'uomo mm 600 minimi)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 290.2016 553.6802 Tm
[(SOMMANO cad)-3569(8,00)-2571(254,13)-3786(2\264033,04)-4524(507,45)-1107(24,960)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1910 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 534.409 Tm
(35)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1910 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 534.409 Tm
(Pozzetti in cemento armato prefabbricato completo di fori spessore cm 10\
;)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1876 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 524.7734 Tm
(08.P05.B03.035)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1876 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 524.7734 Tm
(dimensioni interne cm 100x100x100 diam. 80)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 290.2016 515.1378 Tm
[(SOMMANO cad)-3569(1,00)-2571(125,46)-4571(125,46)]TJ
851 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1774 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 495.8666 Tm
(36)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1774 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 495.8666 Tm
(Solette in c.a prefabbricate complete di foro laterale 120x120x15 diam. \
60 \(passo)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1740 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 486.231 Tm
(08.P05.B66.010)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1740 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 486.231 Tm
(d'uomo\))Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 290.2016 476.5954 Tm
[(SOMMANO cad)-3569(1,00)-2571(155,15)-4571(155,15)]TJ
851 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1638 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 457.3242 Tm
(37)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1638 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 457.3242 Tm
(Pozzetto di ispezione a sezione rettangolare da 1200x1400 mm, h 1400 mm,\
)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1604 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 447.6886 Tm
(08.P05.B75.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1604 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 447.6886 Tm
(spessore parete 130 mm con fondo a sezione idraulica per tubazioni diame\
tro max)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1570 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 438.053 Tm
(1200 mm, completo di soletta in c.a. con foro per passo d'uomo)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 290.2016 428.4174 Tm
[(SOMMANO cad)-3569(1,00)-2571(625,94)-4571(625,94)]TJ
851 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1468 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 409.1462 Tm
(38)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1468 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 409.1462 Tm
(Taglio, rottura, rimozione o svellimento di pavimentazione stradale e/o \
marciapiedi e)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1434 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 399.5106 Tm
(14.P01.A05.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1434 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 399.5106 Tm
(dei relativi sottofondi per la larghezza di scavo commissionata, con l'u\
so del)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1400 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 389.875 Tm
(tagliasfalto, in conglomerato bituminoso)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.4688 380.2394 Tm
[(SOMMANO m\262)-3093(80,25)-3571(6,15)-4571(493,54)]TJ
843 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1298 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 360.9682 Tm
(39)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1298 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 360.9682 Tm
('Allacciamento di immissione stradale compresa la perforazione del manuf\
atto,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1264 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 351.3326 Tm
(16.P05.A25.032)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1264 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 351.3326 Tm
(l'innesto del tubo e la sigillatura con malta cementizia e scaglie di ma\
ttone, per)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1230 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 341.697 Tm
(collegamenti a manufatti esistenti \(pozzetti, conchiglie, ecc.\).)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 290.2016 332.0614 Tm
[(SOMMANO cad)-3569(1,00)-3071(40,55)]TJ
632 0 Td
(40,55)Tj
205 0 Td
[(16,53)-1107(40,760)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1128 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 312.7902 Tm
(40)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1128 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 312.7902 Tm
(Carico e trasporto alle pubbliche discariche di materiale di risulta der\
ivante da scavi)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1094 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 303.1546 Tm
(NP.001)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1094 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 303.1546 Tm
(e demolizioni)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1026 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 283.8834 Tm
(CALCOLO MANODOPERA:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -992 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 274.2478 Tm
(Prezzo Voce euro)Tj
ET
Q
BT
/TT2 28 Tf
0.2834 0 0 0.2834 473.278 274.2478 Tm
(9,07)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -942 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT2 28 Tf
0.2834 0 0 0.2834 287.651 254.9766 Tm
(Prezzo Netto euro)Tj
655 0 Td
(9,07)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -874 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -856 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 235.7054 Tm
(RISORSE:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -822 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 226.0698 Tm
(MATERIALI:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -788 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 216.4342 Tm
(Noleggio mezzo a corpo)Tj
ET
Q
BT
/TT2 28 Tf
0.2834 0 0 0.2834 368.9868 216.4342 Tm
[(1,000)-3571(4,00)]TJ
368 0 Td
(4,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -754 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 206.7986 Tm
(NOLI:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -720 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 197.163 Tm
(Trasporto a corpo)Tj
ET
Q
BT
/TT2 28 Tf
0.2834 0 0 0.2834 368.9868 197.163 Tm
[(1,000)-3571(3,50)]TJ
368 0 Td
(3,50)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -670 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT2 28 Tf
0.2834 0 0 0.2834 265.2624 177.8918 Tm
(Sommano le risorse euro)Tj
734 0 Td
(7,50)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1524 -602 cm
0 0 m
195 0 l
S
Q
Q
BT
/TT2 28 Tf
0.2834 0 0 0.2834 268.6632 158.6206 Tm
(Resta manodopera euro)Tj
722 0 Td
(1,57)Tj
/TT0 28 Tf
285 0 Td
(17,310)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1524 -534 cm
0 0 m
195 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -482 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 129.7138 Tm
(QUANTITA' DELLA STIMA:)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 291.0518 120.0782 Tm
[(SOMMANO m3)-2571(215,98)-3571(9,07)-3786(1\264958,94)-4524(339,09)-1107(17,310)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -380 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 100.807 Tm
(41)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -380 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 100.807 Tm
(Smaltimento alle pubbliche discariche di materiale di risulta derivante \
da scavi e)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -346 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 91.1714 Tm
(NP.002)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -346 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 91.1714 Tm
(demolizioni)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -278 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 77.0848 71.9002 Tm
(CALCOLO MANODOPERA:)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -244 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT2 28 Tf
0.2834 0 0 0.2834 77.0848 62.2646 Tm
(Prezzo Voce euro)Tj
ET
Q
BT
/TT2 28 Tf
0.2834 0 0 0.2834 473.278 62.2646 Tm
(5,00)Tj
/TT0 28 Tf
-707 -68 Td
(A R I P O R T A R E )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -194 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -188 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -194 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT2 28 Tf
0.2834 0 0 0.2834 454.857 42.9934 Tm
(45\264225,90)Tj
/TT0 28 Tf
206 0 Td
(16\264354,81)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2812 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -2812 cm
0 0 m
0 2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -126 cm
0 0 m
-1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -126 cm
0 0 m
0 -2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -2818 cm
0 0 m
1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -2818 cm
0 0 m
0 2698 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -120 cm
0 0 m
-1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -120 cm
0 0 m
0 -2698 l
S
Q
Q
endstream
endobj
37 0 obj
<>stream
BT
/TT0 28 Tf
0.2834 0 0 0.2834 556.5976 804.2058 Tm
(pag. 4)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 780.1168 Tm
(Num.Ord.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2794 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 162.6716 784.9346 Tm
(INDICAZIONE DEI LAVORI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2794 347 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 416.3146 784.9346 Tm
(I M P O R T I)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2777 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 553.1968 780.1168 Tm
(incid.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 504.452 780.1168 Tm
(COSTO)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 770.4812 Tm
(TARIFFA)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2760 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 195.2626 775.299 Tm
(E DELLE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1226 -2760 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 353.6832 775.299 Tm
(Quantit\340)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2743 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 558.8648 770.4812 Tm
(%)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 497.6504 770.4812 Tm
(Manodopera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2726 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 172.874 765.6634 Tm
(SOMMINISTRAZIONI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2726 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 397.0434 765.6634 Tm
(unitario)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1524 -2726 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 444.3712 765.6634 Tm
(TOTALE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2744 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2750 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2676 cm
0 0 m
1975 0 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 298.7036 746.3922 Tm
(R I P O R T O )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2608 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2614 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 267 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1370 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2744 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1724 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1929 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2676 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 746.3922 Tm
[(29\264766,12)-3238(11\264215,84)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2590 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 727.121 Tm
(una base calpestabile avente diametro interno di 1000 mm e altezza 600 m\
m,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2556 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 717.4854 Tm
(completa di fori d'innesto muniti di guarnizione elastomerica di tenuta \
e da un)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2522 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 707.8498 Tm
(elemento monolitico di rialzo avente diametro interno di 1000 mm. Comple\
to di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2488 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 698.2142 Tm
(cono di riduzione fino al diametro di 625 mm, predisposto alla posa del \
chiusino,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2454 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 688.5786 Tm
(tale elemento si colleghera' alla base mediante innesto con guarnizione \
elastomerica)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2420 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 678.943 Tm
(a garanzia della perfetta tenuta idraulica, il tutto prodotto e collauda\
to nelle fasi di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2386 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 669.3074 Tm
(fabbricazione con attacchi di sicurezza per la sua movimentazione e mess\
a in opera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2352 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 659.6718 Tm
(in conformita' alla norme EN 1917:2004 UNI 11385\(requisiti prestazional\
i e metodi)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2318 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 650.0362 Tm
(di prova per camere d'ispezione\),DIN 4034-1 \(dimensioni, spessori, inc\
astri, tenuta)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2284 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 640.4006 Tm
(all'acqua\),- UNI 8981-1 \(durabilit\340 elementi prefabbricati in cls\)\
- UNI 8981-2)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2250 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 630.765 Tm
(\(durabilit\340 ed istruzioni per ottenere la resistenza ai solfati\) - \
DIN EN 681-1 \(DIN)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2216 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 621.1294 Tm
(4060\) \(resistenza alle acque reflue con struttura di tenuta\); nel pre\
zzo e' compreso)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2182 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 611.4938 Tm
(l'onere per il riempimento dello scavo circostante, tale scavo dovra' es\
sere colmato)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2148 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 601.8582 Tm
(con opportuno riempimento di natura sabbiosa o calcestruzzo riscavabile \
in grado di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2114 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 592.2226 Tm
(garantire l'assenza di cedimenti elemento di rialzo monolitico h 850 mm:\
base)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2080 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 582.587 Tm
(rivestita in resine polimeriche o realizzata in cls autocompattante SCC \
classe C60/)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2046 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 572.9514 Tm
(75, condotte del diametro interno 250 mm - altezza complessiva del pozze\
tto 1450)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2012 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 563.3158 Tm
(mm.)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 290.2016 553.6802 Tm
[(SOMMANO cad)-3569(2,00)-2571(931,92)-3786(1\264863,84)-4524(819,16)-1107(43,950)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1910 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 534.409 Tm
(31)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1910 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 534.409 Tm
(Fornitura e posa in opera di pozzetti d'ispezione monolitici a perfetta \
tenuta)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1876 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 524.7734 Tm
(08.A30.G42.085)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1876 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 524.7734 Tm
(idraulica, autoportanti, realizzati in calcestruzzo vibrato con cemento \
ad alta)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1842 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 515.1378 Tm
(resistenza ai solfati per classe di esposizione XA1 o superiore,idoneame\
nte rivestiti)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1808 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 505.5022 Tm
(sul fondo scorrevole \(vedi dettaglio sottovoci\) con Polycrete o resine\
epossidiche,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1774 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 495.8666 Tm
(oppure in calcestruzzo autocompattante SCC classe UNI EN 206-1 - C40/50 \
o C60/)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1740 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 486.231 Tm
(75 per acque nere fortemente aggressive, oppure con supporto in polieste\
re)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1706 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 476.5954 Tm
(rinforzato con fibra di vetro \(PP - PRFV\); spessore minimo delle paret\
i di 150 mm.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1672 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 466.9598 Tm
(Per condotte d'innesto fino al diam. 350 mm. La struttura monolitica sar\
a' formata da)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1638 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 457.3242 Tm
(una base calpestabile avente diametro interno di 1000 mm e altezza 600 m\
m,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1604 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 447.6886 Tm
(completa di fori d'innesto muniti di guarnizione elastomerica di tenuta \
e da un)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1570 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 438.053 Tm
(elemento monolitico di rialzo avente diametro interno di 1000 mm. Comple\
to di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1536 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 428.4174 Tm
(cono di riduzione fino al diametro di 625 mm, predisposto alla posa del \
chiusino,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1502 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 418.7818 Tm
(tale elemento si colleghera' alla base mediante innesto con guarnizione \
elastomerica)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1468 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 409.1462 Tm
(a garanzia della perfetta tenuta idraulica, il tutto prodotto e collauda\
to nelle fasi di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1434 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 399.5106 Tm
(fabbricazione con attacchi di sicurezza per la sua movimentazione e mess\
a in opera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1400 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 389.875 Tm
(in conformita' alla norme EN 1917:2004 UNI 11385\(requisiti prestazional\
i e metodi)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1366 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 380.2394 Tm
(di prova per camere d'ispezione\),DIN 4034-1 \(dimensioni, spessori, inc\
astri, tenuta)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1332 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 370.6038 Tm
(all'acqua\),- UNI 8981-1 \(durabilit\340 elementi prefabbricati in cls\)\
- UNI 8981-2)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1298 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 360.9682 Tm
(\(durabilit\340 ed istruzioni per ottenere la resistenza ai solfati\) - \
DIN EN 681-1 \(DIN)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1264 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 351.3326 Tm
(4060\) \(resistenza alle acque reflue con struttura di tenuta\); nel pre\
zzo e' compreso)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1230 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 341.697 Tm
(l'onere per il riempimento dello scavo circostante, tale scavo dovra' es\
sere colmato)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1196 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 332.0614 Tm
(con opportuno riempimento di natura sabbiosa o calcestruzzo riscavabile \
in grado di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1162 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 322.4258 Tm
(garantire l'assenza di cedimenti elemento di rialzo monolitico h 1100 mm\
: base)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1128 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 312.7902 Tm
(rivestita in resine polimeriche o realizzata in cls autocompattante SCC \
classe C60/)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1094 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 303.1546 Tm
(75, condotte del diametro interno 250 mm - altezza complessiva del pozze\
tto 1700)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1060 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 293.519 Tm
(mm.)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 290.2016 283.8834 Tm
[(SOMMANO cad)-3569(3,00)-2571(967,83)-3786(2\264903,49)-3738(1\264239,50)-1060(42,690)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -958 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 264.6122 Tm
(32)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -958 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 264.6122 Tm
(Fornitura e posa in opera di pozzetti d'ispezione monolitici a perfetta \
tenuta)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -924 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 254.9766 Tm
(08.A30.G42.115)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -924 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 254.9766 Tm
(idraulica, autoportanti, realizzati in calcestruzzo vibrato con cemento \
ad alta)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -890 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 245.341 Tm
(resistenza ai solfati per classe di esposizione XA1 o superiore,idoneame\
nte rivestiti)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -856 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 235.7054 Tm
(sul fondo scorrevole \(vedi dettaglio sottovoci\) con Polycrete o resine\
epossidiche,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -822 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 226.0698 Tm
(oppure in calcestruzzo autocompattante SCC classe UNI EN 206-1 - C40/50 \
o C60/)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -788 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 216.4342 Tm
(75 per acque nere fortemente aggressive, oppure con supporto in polieste\
re)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -754 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 206.7986 Tm
(rinforzato con fibra di vetro \(PP - PRFV\); spessore minimo delle paret\
i di 150 mm.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -720 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 197.163 Tm
(Per condotte d'innesto fino al diam. 350 mm. La struttura monolitica sar\
a' formata da)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -686 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 187.5274 Tm
(una base calpestabile avente diametro interno di 1000 mm e altezza 600 m\
m,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -652 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 177.8918 Tm
(completa di fori d'innesto muniti di guarnizione elastomerica di tenuta \
e da un)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -618 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 168.2562 Tm
(elemento monolitico di rialzo avente diametro interno di 1000 mm. Comple\
to di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -584 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 158.6206 Tm
(cono di riduzione fino al diametro di 625 mm, predisposto alla posa del \
chiusino,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -550 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 148.985 Tm
(tale elemento si colleghera' alla base mediante innesto con guarnizione \
elastomerica)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -516 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 139.3494 Tm
(a garanzia della perfetta tenuta idraulica, il tutto prodotto e collauda\
to nelle fasi di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -482 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 129.7138 Tm
(fabbricazione con attacchi di sicurezza per la sua movimentazione e mess\
a in opera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -448 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 120.0782 Tm
(in conformita' alla norme EN 1917:2004 UNI 11385\(requisiti prestazional\
i e metodi)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -414 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 110.4426 Tm
(di prova per camere d'ispezione\),DIN 4034-1 \(dimensioni, spessori, inc\
astri, tenuta)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -380 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 100.807 Tm
(all'acqua\),- UNI 8981-1 \(durabilit\340 elementi prefabbricati in cls\)\
- UNI 8981-2)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -346 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 91.1714 Tm
(\(durabilit\340 ed istruzioni per ottenere la resistenza ai solfati\) - \
DIN EN 681-1 \(DIN)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -312 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 81.5358 Tm
(4060\) \(resistenza alle acque reflue con struttura di tenuta\); nel pre\
zzo e' compreso)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -278 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 71.9002 Tm
(l'onere per il riempimento dello scavo circostante, tale scavo dovra' es\
sere colmato)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -244 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 62.2646 Tm
(con opportuno riempimento di natura sabbiosa o calcestruzzo riscavabile \
in grado di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -108 1860 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 272.9142 42.9934 Tm
(A R I P O R T A R E )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -194 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -188 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -194 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 42.9934 Tm
[(34\264533,45)-3238(13\264274,50)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2812 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -2812 cm
0 0 m
0 2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -126 cm
0 0 m
-1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -126 cm
0 0 m
0 -2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -2818 cm
0 0 m
1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -2818 cm
0 0 m
0 2698 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -120 cm
0 0 m
-1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -120 cm
0 0 m
0 -2698 l
S
Q
Q
endstream
endobj
36 0 obj
<>stream
BT
/TT0 28 Tf
0.2834 0 0 0.2834 556.5976 804.2058 Tm
(pag. 3)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 780.1168 Tm
(Num.Ord.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2794 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 162.6716 784.9346 Tm
(INDICAZIONE DEI LAVORI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2794 347 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 416.3146 784.9346 Tm
(I M P O R T I)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2777 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 553.1968 780.1168 Tm
(incid.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 504.452 780.1168 Tm
(COSTO)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 770.4812 Tm
(TARIFFA)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2760 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 195.2626 775.299 Tm
(E DELLE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1226 -2760 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 353.6832 775.299 Tm
(Quantit\340)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2743 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 558.8648 770.4812 Tm
(%)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 497.6504 770.4812 Tm
(Manodopera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2726 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 172.874 765.6634 Tm
(SOMMINISTRAZIONI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2726 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 397.0434 765.6634 Tm
(unitario)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1524 -2726 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 444.3712 765.6634 Tm
(TOTALE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2744 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2750 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2676 cm
0 0 m
1975 0 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 298.7036 746.3922 Tm
(R I P O R T O )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2608 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2614 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 267 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1370 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2744 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1724 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1929 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2676 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 746.3922 Tm
[(24\264126,76)-3738(8\264270,08)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2590 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 727.121 Tm
(dall'Amministrazione Appaltante\); escluso il taglio e la disgregazione \
preliminare)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2556 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 717.4854 Tm
(della pavimentazione o la rimozione dei masselli di pietra e il carico e\
trasporto a)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2522 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 707.8498 Tm
(deposito provvisorio o a discarica; compreso l'armatura, anche se non re\
cuperabile,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2488 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 698.2142 Tm
(occorrente per assicurare la stabilit\340 delle pareti, l'estrazione del\
le materie scavate ed)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2454 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 688.5786 Tm
(il loro deposito a lato dello scavo o nel sito indicato dalla Direzione \
Lavori ad una)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2420 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 678.943 Tm
(distanza massima di 300 m, il rinterro, l'eventuale uso delle pompe per)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2386 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 669.3074 Tm
(l'aggottamento ed ogni altro onere; per tratte inferiori a 50 m; per pro\
fondita fino a)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2352 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 659.6718 Tm
(1,5 m)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.7522 650.0362 Tm
[(SOMMANO m\263)-3057(89,69)-3071(19,40)-3786(1\264739,99)-4524(961,86)-1107(55,280)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2250 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 630.765 Tm
(21)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2250 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 630.765 Tm
(Scavo a sezione obbligata, in terreni naturali, a pareti verticali, eseg\
uito a macchina)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2216 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 621.1294 Tm
(07.A01.A15.010)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2216 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 621.1294 Tm
(con eventuale intervento manuale ove occorra; compreso l'armatura, a cas\
sero)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2182 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 611.4938 Tm
(continuo anche se non recuperabile, occorrente per assicurare la stabili\
t\340 delle pareti,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2148 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 601.8582 Tm
(l'estrazione delle materie scavate ed il loro deposito a lato dello scav\
o o nel sito)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2114 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 592.2226 Tm
(indicato dalla D. L. ad una distanza massima di 300 m, il rinterro, l'ev\
entuale uso)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2080 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 582.587 Tm
(delle pompe per l'aggottamento,la separazione della terra vegetale da ma\
teriale di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2046 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 572.9514 Tm
(genere diverso, il ripristino dei canali, dei rivi, ecc. attraversati da\
llo scavo ed ogni)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2012 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 563.3158 Tm
(altro onere; per profondita oltre a 1,5 m)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.7522 553.6802 Tm
[(SOMMANO m\263)-2557(202,28)-3071(11,00)-3786(2\264225,08)-3738(1\264069,60)-1060(48,070)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1910 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 534.409 Tm
(22)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1910 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 534.409 Tm
(Posa in opera nelle trincee o nei manufatti di tubi in polietilene arrot\
olati; compreso)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1876 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 524.7734 Tm
(07.A09.I05.010)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1876 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 524.7734 Tm
(l'eventuale carico e trasporto da deposito di cantiere, lo sfilamento, l\
a sistemazione a)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1842 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 515.1378 Tm
(livelletta, la formazione dei giunti mediante manicotti di raccordo; com\
preso il)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1808 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 505.5022 Tm
(collaudo, prova idraulica ed ogni altro onere; per tubi diam. 40 - 63 mm\
)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 295.0194 495.8666 Tm
[(SOMMANO m)-2571(155,00)-3571(3,52)-4571(545,60)-4571(545,60)-607(100,000)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1706 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 476.5954 Tm
(23)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1706 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 476.5954 Tm
(Posa in opera di nastro di segnalazione durante il rinterro; posizionato\
in asse alla)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1672 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 466.9598 Tm
(07.A11.K20.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1672 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 466.9598 Tm
(tubazione ad una profondita di circa 50 cm dal piano viabile; compresa l\
a)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1638 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 457.3242 Tm
(sistemazione a mano del piano di appoggio ed ogni altro onere)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 295.0194 447.6886 Tm
[(SOMMANO m)-2571(155,00)-3571(1,32)-4571(204,60)-4571(204,60)-607(100,000)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1536 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 428.4174 Tm
(24)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1536 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 428.4174 Tm
(Posa in opera nelle trincee o nei manufatti di saracinesche in acciaio o\
in ghisa;)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1502 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 418.7818 Tm
(07.A14.N05.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1502 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 418.7818 Tm
(compresa la formazione dei giunti a flangia con guarnizioni e bulloni fo\
rniti)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1468 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 409.1462 Tm
(dall'Amministrazione Appaltante o compensati a parte; compreso il collau\
do, la)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1434 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 399.5106 Tm
(prova idraulica ed ogni altro onere; per DN fino a 100)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 290.2016 389.875 Tm
[(SOMMANO cad)-3569(5,00)-3071(16,34)]TJ
632 0 Td
(81,70)Tj
205 0 Td
[(81,70)-607(100,000)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1332 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 370.6038 Tm
(25)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1332 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 370.6038 Tm
(Allacciamento o modifica della derivazione di presa esistente su condott\
a di nuova)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1298 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 360.9682 Tm
(07.A18.R48.015)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1298 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 360.9682 Tm
(posa, mediante l'assemblaggio di tubi e componenti idraulici forniti)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1264 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 351.3326 Tm
(dall'Amministrazione Appaltante o compensati a parte, di lunghezza fino \
a 1. 50 m)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1230 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 341.697 Tm
(per prese eseguite con tubi in polietilene di diam. comp. fra i 50 mm ed\
i 150 mm)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 290.2016 332.0614 Tm
[(SOMMANO cad)-3569(1,00)-3071(82,40)]TJ
632 0 Td
(82,40)Tj
205 0 Td
[(82,40)-607(100,000)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1128 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 312.7902 Tm
(26)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1128 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 312.7902 Tm
(Tubi in polietilene ad alta densit\340 \(PEAD\) per condotte di acqua po\
tabile; per tubi di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1094 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 303.1546 Tm
(07.P06.G05.130)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1094 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 303.1546 Tm
(spessore 8. 7 mm, PN 16 diam. 63 mm)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 295.0194 293.519 Tm
[(SOMMANO m)-2571(155,00)-3571(2,50)-4571(387,50)]TJ
834 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -992 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 274.2478 Tm
(27)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -992 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 274.2478 Tm
(Saracinesca in ghisa sferoidale 400 - 12 UNI 4540; corpo piatto, tenuta \
in gomma,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -958 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 264.6122 Tm
(07.P07.H05.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -958 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 264.6122 Tm
(con sezione interna a passaggio totale \(escluse le saracinesche di DN s\
uperiore a 400)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -924 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 254.9766 Tm
(mm\); rivestita internamente con resine epossidiche atossiche; albero in\
acciaio inox,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -890 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 245.341 Tm
(vite di collegamento interna, cuneo in ghisa sferoidale rivestito in gom\
ma EPDM,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -856 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 235.7054 Tm
(completa di volantino di manovra; flangiata UNI PN 16; DN 50)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 290.2016 226.0698 Tm
[(SOMMANO cad)-3569(5,00)-3071(58,79)-4571(293,95)]TJ
851 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -754 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 206.7986 Tm
(28)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -754 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 206.7986 Tm
(Collare di presa di ghisa sferoidale costituito da due semicilindri simi\
li e)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -720 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 197.163 Tm
(07.P16.Q10.010)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -720 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 197.163 Tm
(contrapposti di cui uno dotato di derivazione filettata gas e uniti da b\
ulloni in acciaio)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -686 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 187.5274 Tm
(zincato; per tubi di PEAD; diam. 63)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 290.2016 177.8918 Tm
[(SOMMANO cad)-3569(4,00)-3071(17,31)]TJ
632 0 Td
(69,24)Tj
219 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -584 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 158.6206 Tm
(29)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -584 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 158.6206 Tm
(Nastro segnalatore tubo; larghezza 12 cm)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -550 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 148.985 Tm
(07.P21.V20.005)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 295.0194 148.985 Tm
[(SOMMANO m)-2571(155,00)-3571(0,06)]TJ
629 0 Td
(9,30)Tj
205 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -482 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 129.7138 Tm
(30)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -482 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 129.7138 Tm
(Fornitura e posa in opera di pozzetti d'ispezione monolitici a perfetta \
tenuta)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -448 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 120.0782 Tm
(08.A30.G42.055)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -448 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 120.0782 Tm
(idraulica, autoportanti, realizzati in calcestruzzo vibrato con cemento \
ad alta)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -414 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 110.4426 Tm
(resistenza ai solfati per classe di esposizione XA1 o superiore,idoneame\
nte rivestiti)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -380 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 100.807 Tm
(sul fondo scorrevole \(vedi dettaglio sottovoci\) con Polycrete o resine\
epossidiche,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -346 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 91.1714 Tm
(oppure in calcestruzzo autocompattante SCC classe UNI EN 206-1 - C40/50 \
o C60/)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -312 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 81.5358 Tm
(75 per acque nere fortemente aggressive, oppure con supporto in polieste\
re)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -278 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 71.9002 Tm
(rinforzato con fibra di vetro \(PP - PRFV\); spessore minimo delle paret\
i di 150 mm.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -244 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 62.2646 Tm
(Per condotte d'innesto fino al diam. 350 mm. La struttura monolitica sar\
a' formata da)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -108 1860 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 272.9142 42.9934 Tm
(A R I P O R T A R E )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -194 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -188 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -194 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 42.9934 Tm
[(29\264766,12)-3238(11\264215,84)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2812 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -2812 cm
0 0 m
0 2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -126 cm
0 0 m
-1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -126 cm
0 0 m
0 -2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -2818 cm
0 0 m
1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -2818 cm
0 0 m
0 2698 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -120 cm
0 0 m
-1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -120 cm
0 0 m
0 -2698 l
S
Q
Q
endstream
endobj
35 0 obj
<>stream
BT
/TT0 28 Tf
0.2834 0 0 0.2834 556.5976 804.2058 Tm
(pag. 2)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 780.1168 Tm
(Num.Ord.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2794 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 162.6716 784.9346 Tm
(INDICAZIONE DEI LAVORI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2794 347 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 416.3146 784.9346 Tm
(I M P O R T I)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2777 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 553.1968 780.1168 Tm
(incid.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 504.452 780.1168 Tm
(COSTO)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 770.4812 Tm
(TARIFFA)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2760 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 195.2626 775.299 Tm
(E DELLE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1226 -2760 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 353.6832 775.299 Tm
(Quantit\340)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2743 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 558.8648 770.4812 Tm
(%)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 497.6504 770.4812 Tm
(Manodopera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2726 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 172.874 765.6634 Tm
(SOMMINISTRAZIONI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2726 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 397.0434 765.6634 Tm
(unitario)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1524 -2726 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 444.3712 765.6634 Tm
(TOTALE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2744 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2750 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2676 cm
0 0 m
1975 0 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 298.7036 746.3922 Tm
(R I P O R T O )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2608 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2614 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 267 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1370 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2744 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1724 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1929 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2676 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 459.108 746.3922 Tm
[(5\264907,41)-3738(2\264159,21)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2590 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 727.121 Tm
(dell'emulsione bituminosa di ancoraggio Steso in opera con vibrofinitric\
e per uno)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2556 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 717.4854 Tm
(spessore finito di cm 5 compressi)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.4688 707.8498 Tm
[(SOMMANO m\262)-2593(160,50)-3571(7,53)-3786(1\264208,57)-4524(156,39)-1107(12,940)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2454 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 688.5786 Tm
(11)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2454 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 688.5786 Tm
(Provvista e stesa di mano di ancoraggio per tappeti di usura di tipo dre\
nante -)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2420 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 678.943 Tm
(01.A22.B08.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2420 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 678.943 Tm
(fonoassorbente costituita da bitume di penetrazione 80/100 modificato co\
n polimeri)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2386 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 669.3074 Tm
(sintetici \(elastomeri\) steso con apposita attrezzatura a pressione all\
a temperatura di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2352 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 659.6718 Tm
(almeno 160 \260C In ragione di kg 1/m\262)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.4688 650.0362 Tm
[(SOMMANO m\262)-2593(962,50)-3571(0,98)-4571(943,25)-4571(172,52)-1107(18,290)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2250 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 630.765 Tm
(12)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2250 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 630.765 Tm
(Provvista e stesa a tappeto di conglomerato bituminoso per strato di usu\
ra, conforme)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2216 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 621.1294 Tm
(01.A22.B10.015)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2216 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 621.1294 Tm
(alle norme e prescrizioni tecniche approvate con Deliberazione della Giu\
nta)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2182 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 611.4938 Tm
(Comunale di Torino del 28/11/2000, steso in opera con vibrofinitrice a p\
erfetta)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2148 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 601.8582 Tm
(regola d'arte secondo la vigente normativa e le eventuali indicazioni de\
lla D.L.,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2114 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 592.2226 Tm
(compreso l'onere della compattazione con rullo statico o vibrante con ef\
fetto)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2080 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 582.587 Tm
(costipante non inferiore alle 12 tonnellate, esclusa la preparazione del\
la massicciata)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2046 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 572.9514 Tm
(sottostante e la provvista e stesa dell'emulsione bituminosa di ancoragg\
io Steso con)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2012 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 563.3158 Tm
(vibrofinitrice, per uno spessore finito compresso pari a cm 4)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.4688 553.6802 Tm
[(SOMMANO m\262)-2593(962,50)-3571(6,58)-3786(6\264333,25)-4524(775,19)-1107(12,240)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1910 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 534.409 Tm
(13)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1910 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 534.409 Tm
(Scarifica di pavimentazione bituminosa in ambito urbano con lavorazione \
a freddo)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1876 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 524.7734 Tm
(01.A22.E00.120)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1876 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 524.7734 Tm
(mediante macchina fresatrice, comprese le eventuali opere di rifinitura \
della scarifica)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1842 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 515.1378 Tm
(anche se da eseguirsi a mano \(per esempio attorno ai chiusini non rimov\
ibili, nelle)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1808 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 505.5022 Tm
(cunette, nelle fasce di raccordo, etc.\); il carico e trasporto del mate\
riale di risulta nei)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1774 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 495.8666 Tm
(siti scelti dall'esecutore; l'accurata pulizia del fondo, le opere provv\
isorie per)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1740 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 486.231 Tm
(deviazione del traffico, la rimozione eventuale di griglie e chiusini pe\
r il)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1706 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 476.5954 Tm
(riposizionamento in quota degli stessi, compreso ogni onere per il funzi\
onamento dei)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1672 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 466.9598 Tm
(mezzi d'opera, per dare il lavoro finito a regola d'arte Per profondita'\
di cm 4)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.4688 457.3242 Tm
[(SOMMANO m\262)-2593(962,50)-3571(2,69)-3786(2\264589,13)-3738(1\264665,84)-1060(64,340)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1570 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 438.053 Tm
(14)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1570 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 438.053 Tm
(Operaio qualificato Ore normali)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1536 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 428.4174 Tm
(01.P01.A20.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1536 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 428.4174 Tm
(Costo medio orario per la Provincia di Cuneo ricavato dalle tabelle del \
D.M. 29)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1502 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 418.7818 Tm
(aprile 2015, al netto dell'IRAP Regionale)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 297.2866 409.1462 Tm
[(SOMMANO h)-2564(124,00)-3071(25,70)-3786(3\264186,80)-3738(3\264186,80)-560(100,000)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1400 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 389.875 Tm
(15)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1400 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 389.875 Tm
(Sabbia granita di cava)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1366 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 380.2394 Tm
(01.P03.A60.005)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.7522 380.2394 Tm
[(SOMMANO m\263)-3057(94,89)-3071(29,60)-3786(2\264808,74)]TJ
842 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1298 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 360.9682 Tm
(16)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1298 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 360.9682 Tm
(Ghiaia naturale scevra di materie terrose di cava)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1264 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 351.3326 Tm
(01.P03.B00.005)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.7522 351.3326 Tm
[(SOMMANO m\263)-3557(3,65)-3071(12,34)]TJ
623 0 Td
(45,04)Tj
219 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1196 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 332.0614 Tm
(17)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1196 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 332.0614 Tm
(Geotessile non tessuto a filo continuo al 100% di propilene coesionato a\
caldo senza)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1162 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 322.4258 Tm
(01.P28.A15.030)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1162 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 322.4258 Tm
(l'impiego di collanti o resine da g/m\262 68 a 280, per la costruzione d\
i drenaggi, strade,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1128 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 312.7902 Tm
(piazzali, parcheggi, la stabilizzazione del suolo, il controllo dell'ero\
sione, impianti)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1094 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 303.1546 Tm
(sportivi, giardini pensili g/m\262 280)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.4688 293.519 Tm
[(SOMMANO m\262)-2593(469,80)-3571(1,58)-4571(742,28)]TJ
843 0 Td
(0,00)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -992 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 274.2478 Tm
(18)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -992 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 274.2478 Tm
(Segnaletica orizzontale in vernice spartitraffico rifrangente premiscela\
ta \(composto)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -958 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 264.6122 Tm
(04.P83.A02.010)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -958 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 264.6122 Tm
(di resina alchidica o acrilica\) per la tracciatura delle linee di mezze\
ria e di corsia,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -924 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 254.9766 Tm
(marginali, piste risevate, ecc., computabili a metro lineare, da traccia\
rsi)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -890 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 245.341 Tm
(tendenzialmente a ripasso \(nuovi manti esclusi\). La stesa in opera dov\
r\340 essere)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -856 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 235.7054 Tm
(conforme e dovr\340 rispettare le prescrizioni della normativa UNI-EN 14\
36, con)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -822 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 226.0698 Tm
(particolare riguardo ai criteri di efficienza, rifrangenza e antiskid. R\
ipasso striscia in)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -788 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 216.4342 Tm
(vernice spartitraffico rifrangente, in colore bianco o giallo, di larghe\
zza cm 15)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 295.0194 206.7986 Tm
[(SOMMANO m)-2571(525,00)-3571(0,48)-4571(252,00)]TJ
820 0 Td
[(94,85)-1107(37,640)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -686 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 187.5274 Tm
(19)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -686 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 187.5274 Tm
(Scavo a sezione obbligata,in vie/strade asfaltate, a pareti verticali, e\
seguito a)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -652 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 177.8918 Tm
(07.A01.A10.010)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -652 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 177.8918 Tm
(macchina con eventuale intervento manuale ove occorra; escluso il taglio\
e la)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -618 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 168.2562 Tm
(disgregazione preliminare della pavimentazione o la rimozione dei massel\
li di pietra)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -584 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 158.6206 Tm
(e il carico e trasporto a deposito provvisorio o a discarica; compreso l\
'armatura, a)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -550 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 148.985 Tm
(cassero continuo anche se non recuperabile, occorrente per assicurare la\
stabilit\340)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -516 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 139.3494 Tm
(delle pareti, l'estrazione delle materie scavate ed il loro deposito a l\
ato dello scavo o)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -482 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 129.7138 Tm
(nel sito indicato dalla Direzione Lavori ad una distanza massima di 300 \
m, il)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -448 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 120.0782 Tm
(rinterro, l'eventuale uso delle pompe per l'aggottamento ed ogni altro o\
nere; per)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -414 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 110.4426 Tm
(profondita oltre a 1,5 m)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.7522 100.807 Tm
[(SOMMANO m\263)-3557(6,11)-3071(18,05)-4571(110,29)]TJ
828 0 Td
[(59,28)-1107(53,750)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -312 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 81.5358 Tm
(20)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -312 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 81.5358 Tm
(Scavo a sezione obbligata,in vie/strade asfaltate, a pareti verticali, e\
seguito a)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -278 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 71.9002 Tm
(07.A01.A10.015)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -278 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 71.9002 Tm
(macchina con eventuale intervento manuale ove occorra; in presenza di so\
ttoservizi)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -244 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 62.2646 Tm
(in spazi ristretti e difficolt\340 di circolazione \(vie o luoghi espres\
samente definiti)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -108 1860 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 272.9142 42.9934 Tm
(A R I P O R T A R E )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -194 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -188 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -194 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 455.1404 42.9934 Tm
[(24\264126,76)-3738(8\264270,08)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2812 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -2812 cm
0 0 m
0 2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -126 cm
0 0 m
-1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -126 cm
0 0 m
0 -2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -2818 cm
0 0 m
1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -2818 cm
0 0 m
0 2698 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -120 cm
0 0 m
-1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -120 cm
0 0 m
0 -2698 l
S
Q
Q
endstream
endobj
34 0 obj
<>stream
BT
/TT0 28 Tf
0.2834 0 0 0.2834 556.5976 804.2058 Tm
(pag. 1)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 780.1168 Tm
(Num.Ord.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2794 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 162.6716 784.9346 Tm
(INDICAZIONE DEI LAVORI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2794 347 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 416.3146 784.9346 Tm
(I M P O R T I)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2777 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 553.1968 780.1168 Tm
(incid.)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2777 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 504.452 780.1168 Tm
(COSTO)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 30.3238 770.4812 Tm
(TARIFFA)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2760 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 195.2626 775.299 Tm
(E DELLE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1226 -2760 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 353.6832 775.299 Tm
(Quantit\340)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1934 -2743 101 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 558.8648 770.4812 Tm
(%)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1729 -2743 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 497.6504 770.4812 Tm
(Manodopera)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2726 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 172.874 765.6634 Tm
(SOMMINISTRAZIONI)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1375 -2726 142 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 397.0434 765.6634 Tm
(unitario)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
1524 -2726 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 444.3712 765.6634 Tm
(TOTALE)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2744 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2750 cm
0 0 m
354 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2676 cm
0 0 m
1975 0 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 298.7036 746.3922 Tm
(R I P O R T O )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2608 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -2614 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 267 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1221 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1370 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2744 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1724 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 1929 -2812 cm
0 0 m
0 136 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2676 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -2608 cm
0 0 m
0 2414 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2556 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT1 28 Tf
0.2834 0 0 0.2834 175.9914 717.4854 Tm
(LAVORI A CORPO)Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
2.333 w 1 J
q 1 0 0 1 621 -2526 cm
0 0 m
247 0 l
h
S
Q
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2488 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 698.2142 Tm
(1)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2488 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 698.2142 Tm
(Esecuzione di scotico dello strato superficiale del terreno, con adeguat\
i mezzi)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2454 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 688.5786 Tm
(01.A01.A05.020)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2454 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 688.5786 Tm
(meccanici, per profondit\340 fino a 30 cm, compreso l'asportazione di ce\
spugli e)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2420 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 678.943 Tm
(sterpaglie esistenti e sistemazione entro l'area del cantiere Anche in p\
resenza di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2386 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 669.3074 Tm
(alberi diradati e con fusto del diametro massimo di 10 cm)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.7522 659.6718 Tm
[(SOMMANO m\263)-3057(43,20)-3571(5,98)-4571(258,34)-4571(155,05)-1107(60,020)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2284 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 640.4006 Tm
(2)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2284 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 640.4006 Tm
(Scavo in trincea con pareti a scarpa, eseguito con adeguati mezzi meccan\
ici, di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2250 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 630.765 Tm
(01.A01.A50.010)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2250 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 630.765 Tm
(terreni sciolti o compatti, esclusa la roccia da mina ma compresi i trov\
anti rocciosi)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2216 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 621.1294 Tm
(ed i blocchi di muratura fino a 0,50 m\263, misurato in sezione effettiv\
a, con deposito)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2182 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 611.4938 Tm
(dei materiali ai lati dello scavo stesso. Anche in presenza di acqua fin\
o ad un)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2148 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 601.8582 Tm
(battente massimo di 20 cm)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.7522 592.2226 Tm
[(SOMMANO m\263)-3557(3,80)-3071(10,78)]TJ
623 0 Td
(40,96)Tj
205 0 Td
[(26,13)-1107(63,790)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2046 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 572.9514 Tm
(3)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2046 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 572.9514 Tm
(Scavo di materiali di qualsiasi natura in ambito urbano, fino ad una pro\
fondita')Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -2012 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 563.3158 Tm
(01.A01.B10.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -2012 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 563.3158 Tm
(massima di cm 60, compreso l'eventuale dissodamento e/o disfacimento del\
la)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1978 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 553.6802 Tm
(pavimentazione bituminosa, l'accumulo, il carico ed il trasporto alla di\
scarica del)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1944 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 544.0446 Tm
(materiale. per profondita' fino a Cm 15 eseguito a macchina)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.4688 534.409 Tm
[(SOMMANO m\262)-3093(24,30)-3571(7,87)-4571(191,24)-4571(134,23)-1107(70,190)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1842 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 515.1378 Tm
(4)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1842 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 515.1378 Tm
(Spandimento di materiali vari per spessori superiori a cm 3, provvisti s\
fusi sul luogo)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1808 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 505.5022 Tm
(01.A21.A20.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1808 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 505.5022 Tm
(d'impiego, per la formazione di strati regolari, secondo le indicazioni \
della direzione)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1774 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 495.8666 Tm
(lavori, compreso gli eventuali ricarichi durante la cilindratura ed ogni\
altro intervento)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1740 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 486.231 Tm
(per regolarizzare la sagoma degli strati Materiali terrosi, sabbia, gran\
iglia,)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1706 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 476.5954 Tm
(pietrischetto stabilizzato e simili, sparsi con mezzi meccanici.)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.7522 466.9598 Tm
[(SOMMANO m\263)-3057(94,89)-3571(6,33)-4571(600,65)-4571(383,46)-1107(63,840)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1604 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 447.6886 Tm
(5)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1604 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 447.6886 Tm
(Spandimento di materiali vari per spessori superiori a cm 3, provvisti s\
fusi sul luogo)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1570 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 438.053 Tm
(01.A21.A20.010)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1570 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 438.053 Tm
(d'impiego, per la formazione di strati regolari, secondo le indicazioni \
della direzione)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1536 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 428.4174 Tm
(lavori, compreso gli eventuali ricarichi durante la cilindratura ed ogni\
altro intervento)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1502 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 418.7818 Tm
(per regolarizzare la sagoma degli strati Ghiaia naturale sparsa con mezz\
o meccanico)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.7522 409.1462 Tm
[(SOMMANO m\263)-3557(3,65)-3571(4,15)]TJ
623 0 Td
(15,15)Tj
219 0 Td
[(8,88)-1107(58,650)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1400 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 389.875 Tm
(6)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1400 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 389.875 Tm
(Provvista sul luogo d'impiego di misto granulare stabilizzato a cemento \
confezionato)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -1366 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 380.2394 Tm
(01.A21.A43.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1366 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 380.2394 Tm
(con inerti provenienti dalla frantumazione di idonee rocce e grossi ciot\
toli e la cui)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1332 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 370.6038 Tm
(curva granulometrica sia collocata all'interno del fuso anas 1981, premi\
scelato con)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1298 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 360.9682 Tm
(idoneo impasto con aggiunta di kg 50 al m\263 di cemento tipo 325,di kg \
75 al m\263 di)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1264 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 351.3326 Tm
(filler e con resistenza a compressione a 7 giorni compresa tra 25 e 45 k\
g/cm\262 la)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1230 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 341.697 Tm
(miscela degli inerti dovra' avere una perdita percentuale in peso alla p\
rova Los)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1196 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 332.0614 Tm
(Angeles inferiore od uguale a 30 - successiva stesa per la formazione di\
strato)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1162 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 322.4258 Tm
(regolare secondo le indicazioni della D.L., compresi gli eventuali ricar\
ichi durante la)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1128 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 312.7902 Tm
(cilindratura ed ogni altro intervento per regolarizzare la sagoma dello \
strato - la)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1094 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 303.1546 Tm
(densita'in sito dovra' essere uguale o maggiore al 97% di quella ottima \
determinata in)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1060 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 293.519 Tm
(laboratorio \(a. as.h.o modificata\) Per ogni m\263 dato in opera costip\
ato,esclusa la)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -1026 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 283.8834 Tm
(compattazione)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.7522 274.2478 Tm
[(SOMMANO m\263)-3057(63,63)-3071(55,63)-3786(3\264539,73)-4524(298,05)-1607(8,420)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -924 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 254.9766 Tm
(7)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -924 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 254.9766 Tm
(Compattazione con rullo pesante o vibrante dello strato di fondazione in\
misto)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -890 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 245.341 Tm
(01.A21.A50.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -890 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 245.341 Tm
(granulare anidro o altri materiali anidri, secondo i piani stabiliti, me\
diante)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -856 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 235.7054 Tm
(cilindratura a strati separati sino al raggiungimento della compattezza \
giudicata)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -822 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 226.0698 Tm
(idonea dalla direzione lavori Per spessore finito superiore a 30 cm)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.4688 216.4342 Tm
[(SOMMANO m\262)-3093(80,25)-3571(1,76)-4571(141,24)]TJ
829 0 Td
[(70,50)-1107(49,910)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -720 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 197.163 Tm
(8)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -720 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 197.163 Tm
(Posa di geotessile su terreni e manufatti gia'predisposti quali scarpate\
livellate, muri)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -686 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 187.5274 Tm
(01.A21.G55.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -686 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 187.5274 Tm
(di sostegno etc.; puntato,graffato e cucito a regola d'arte In fibra di \
poliestere o)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -652 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 177.8918 Tm
(simile)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.4688 168.2562 Tm
[(SOMMANO m\262)-2593(469,80)-3571(2,28)-3786(1\264071,14)-3738(1\264071,14)-560(100,000)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -550 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 148.985 Tm
(9)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -550 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 148.985 Tm
(Provvista e stesa di emulsione bituminosa al 55% di bitume in ragione di\
Kg 0,800/)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -516 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 139.3494 Tm
(01.A22.A90.005)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -516 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 139.3494 Tm
(m\262,per ancoraggio sullo strato di base)Tj
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 292.4688 129.7138 Tm
[(SOMMANO m\262)-3093(80,25)-3571(0,61)]TJ
624 0 Td
(48,96)Tj
205 0 Td
[(11,77)-1107(24,050)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -414 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 110.4426 Tm
(10)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -414 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 110.4426 Tm
(Provvista e stesa di conglomerato bituminoso per strato di collegamento \
\(binder\),)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -380 198 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 18.9878 100.807 Tm
(01.A22.B00.015)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -380 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 100.807 Tm
(conforme alle norme e prescrizioni tecniche approvate con Deliberazione \
della)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -346 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 91.1714 Tm
(Giunta Comunale di Torino del 28/11/2000, steso in opera con vibrofinitr\
ice a)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -312 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 81.5358 Tm
(perfetta regola d'arte secondo la vigente normativa e le eventuali indic\
azioni della)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -278 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 71.9002 Tm
(direzione lavori, compreso l'onere della compattazione con rullo statico\
o vibrante)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
272 -244 947 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
/TT0 28 Tf
0.2834 0 0 0.2834 77.0848 62.2646 Tm
(con effetto costipante non inferiore alle 12 tonnellate, esclusa la prov\
vista e stesa)Tj
ET
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
67 -108 1860 35 re
W n
3.528563 0 0 -3.528563 0 0.7057018 cm
BT
ET
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 272.9142 42.9934 Tm
(A R I P O R T A R E )Tj
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -194 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 62 -188 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 267 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1221 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1370 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1519 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1724 -194 cm
0 0 m
0 68 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 1929 -194 cm
0 0 m
0 68 l
S
Q
Q
BT
/TT0 28 Tf
0.2834 0 0 0.2834 459.108 42.9934 Tm
[(5\264907,41)-3738(2\264159,21)]TJ
ET
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -2812 cm
0 0 m
1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -2812 cm
0 0 m
0 2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 2037 -126 cm
0 0 m
-1975 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
4 w 1 J
q 1 0 0 1 62 -126 cm
0 0 m
0 -2686 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -2818 cm
0 0 m
1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -2818 cm
0 0 m
0 2698 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 2043 -120 cm
0 0 m
-1987 0 l
S
Q
Q
q
0.2834015 0 0 -0.2834015 0 0.1999969 cm
0.5 w 1 J
q 1 0 0 1 56 -120 cm
0 0 m
0 -2698 l
S
Q
Q
endstream
endobj
1 0 obj
<>
endobj
xref
0 43
0000000000 65535 f
0000180906 00000 n
0000020466 00000 n
0000000000 00000 f
0000004033 00000 n
0000003927 00000 n
0000000000 00000 f
0000000000 00000 f
0000004178 00000 n
0000000000 00000 f
0000004312 00000 n
0000000000 00000 f
0000004447 00000 n
0000000000 00000 f
0000004582 00000 n
0000000000 00000 f
0000004739 00000 n
0000000000 00000 f
0000004896 00000 n
0000000000 00000 f
0000005053 00000 n
0000000000 00000 f
0000005199 00000 n
0000021908 00000 n
0000021697 00000 n
0000020165 00000 n
0000020767 00000 n
0000020551 00000 n
0000020313 00000 n
0000045309 00000 n
0000045088 00000 n
0000044933 00000 n
0000000016 00000 n
0000000095 00000 n
0000157174 00000 n
0000133342 00000 n
0000109490 00000 n
0000085308 00000 n
0000064019 00000 n
0000046232 00000 n
0000032690 00000 n
0000022833 00000 n
0000005345 00000 n
trailer
<<202EA784E261B64083572A658849CFED>]>>
startxref
181090
%%EOF
1 0 obj
<>
endobj
4 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
5 0 obj
<>
endobj
8 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
10 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
12 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
14 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
16 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
18 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
20 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
22 0 obj
<>/ProcSet[/PDF/Text]>>/Type/Page>>
endobj
32 0 obj
<>
endobj
33 0 obj
<>stream
application/pdf
2017-05-30
wPDF by wpCubed GmbH
2017-05-31T08:28:33+02:00
2017-05-31T08:28:33+02:00
ACCA software S.p.A.
uuid:6c297dc9-a776-4d06-8657-7aa09b1b90e9
uuid:694ee803-6dca-411f-95e8-5bed6d50ed53
endstream
endobj
43 0 obj
<>
endobj
44 0 obj
<>
endobj
45 0 obj
<>
endobj
46 0 obj
<>
endobj
47 0 obj
<>
endobj
48 0 obj
<>
endobj
49 0 obj
<>
endobj
50 0 obj
<>
endobj
51 0 obj
<>172 0 R]/P 139 0 R/Pg 54 0 R/S/Link>>
endobj
52 0 obj
<>171 0 R]/P 53 0 R/Pg 54 0 R/S/Link>>
endobj
53 0 obj
<>
endobj
54 0 obj
<>/MediaBox[0 0 595.32 841.92]/Parent 56 0 R/Resources<>/Font<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI]/XObject<>>>/StructParents 0/Tabs/S/Type/Page>>
endobj
55 0 obj
<>stream
x\mona?j՚[1tHVRP0Xk)iWV5^i%g8|8o6Q:SLeayzӓMg.;?Ϟ_^d_kZO+*'g/xE6xz3yfDTfėghsuco',;NO6b4rts1c.Gדӓ 0ɑ2a;gB,A+Ȫ*FBH7Or3zaا
1*x)u!2߃4ofR"|osnHѤP?F֨ zn^DaJuX[p\尼` 9z}âKYR5;j(eXs4]si4ꤔ2|"+9x݃5:Б㌪*hL
O*"ҵ""A0,~$Xn
QfFBlfmm>m'S
Fԗ](̬*pÑ)pY1_soqq>Ɯ|qc//6B/LXƞ[ :HhB/՚(y"лA`ia1Ϯ.h0aE'JV3i@Mde-:OX%ޭr̰|Fw#=.^saQC1VgMm/]l߮UCWҊwd+wyZa/dU|!m,ʐn%R^0jʦNtK K\W,nGGĂC.NH@}k˞1\Pu;
zъ#`v203J
P5M_O9Yv!t\OŻ88:L22.cRmVU @L4QiQKhm1c zUZ"wk(0J)b.|felJ+ Wuy{rq7@p
q
މMrp!:Ҫl}%2BO6-JA5x5 5e^}@m2C yb