Post on 22-Dec-2021
DOMOSTATIKES MELETES
ASSIGNMENT NAME
CountryLocationClientStart dateCompletion
Other
Consortium LeaderConstruction Cost (Value of the Services providedpercentageAssignment state
Narrative description of Project
Road tunnel with Length of 1512,95mprovision is made for two parking niches along the road tunnel.
The overpasses of the Livadiahave to be constructed. The structures comprise of two rows of sheet pile wa
Description of services provided within the assignment:
The deliverables included NATM for six categories of support measures (A to F).
As far as the final (inner) lining is concerned, static calculations were perftunnels,
1 000
904.
47
901.
34
893.
27
907.
72
907.
58
907.
26
×È
:1+
019
.79H
:90
7.58
90 7. 12
R=11000.00T=100.41f=0.46
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4
14.
00
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136
2700
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DOMOSTATIKES MELETES
ASSIGNMENT NAME
Country: Location: Client: Start date (month / Completion date (month
Other members of partnership
Consortium Leader:Construction Cost (€)Value of the Services providedpercentage: Assignment state:
Narrative description of Project
Road tunnel with Length of 1512,95mprovision is made for two parking niches along the road tunnel.
The overpasses of the Livadiahave to be constructed. The structures comprise of two rows of sheet pile wa
Description of services provided within the assignment:
The deliverables included NATM for six categories of support measures (A to F).
As far as the final (inner) lining is concerned, static calculations were perftunnels, the corresponding niches
1 2001 100
986.
88
979.
73
971.
95
961.
77
949.
04
937.
63
923.
9192
2.83
920.
57
911.
00
911.
59
911.
21
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78
910.
31
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78
909.
27
908.
8690
8.79
908.
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907.
95
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127
.76H
:90
9.99
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120
.20H
:90
9.79
75.3
0
68.5
2
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51.
46
39.2
6
28.3
6
15.0
6
14.0
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134
135
ΜΑΝΔΡΑ ΟΙΚΟΔΟΜΩΝΠΛΑΚΑΚΙΑ
N
ΤΕΧΝΙΚΟ
ΑΝΩ ΔΙΑ
ΒΑΣΗΣ K.O.3 - K.O.2 (ΣΗ
ΡΑΓΓΑΣ) L=63.05m
ΠΑΣΣΑΛ
ΟΤΟΙΧΟΣ
134
135
136Á103
134A
ÐÑÏÓ
AÑAXÙ
BA
DOMOSTATIKES MELETES S.A.
ASSIGNMENT NAME:
/ year): month / year):
of partnership (if any
: €):
Value of the Services provided / Participation
Narrative description of Project:
Road tunnel with Length of 1512,95mprovision is made for two parking niches along the road tunnel.
The overpasses of the Livadia-Arahova at the tunnel entrance (length of 24m) and ohave to be constructed. The structures comprise of two rows of sheet pile wa
Description of services provided within the assignment:
The deliverables included the evaluation of the geotechnical investigations as well as the NATM for six categories of support measures (A to F).
As far as the final (inner) lining is concerned, static calculations were perfthe corresponding niches as well as the cross
1 300
967.
18
975.
06
971.
87
961.
97
972.
21
979.
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980.
28
983.
27
988.
5098
8.86
912.
72
912.
80
912.
82
912.
79
912.
72
912.
59
912.
41
912.
19
911.
9191
1.87
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:1+
289
.79H
:91
2.66
9 14. 30
R=8000.00T=162.03f=1.64
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54.4
5
62.2
6
59.0
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8
59.4
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ΤΕΧΝΙΚΟ
ΑΝΩ ΔΙΑ
ΒΑΣΗΣ K.O.3 - K.O.2 (ΣΗ
ΡΑΓΓΑΣ) L=63.05m
ΤΕΧΝΙΚΟ
ΑΝΩ ΔΙΑ
ΒΑΣΗΣ K.O.3 - K.O.2 (ΣΗ
Ρ . ΔΙΑΦΥΓ
ΗΣ)L=63.05m
132
K03
133
ÐÑÏÓ
AÑAXÙ
BA
if any):
Participation
Road tunnel with Length of 1512,95m and Escape Tunnel with length of 1297,52m, which connect with 4 crossprovision is made for two parking niches along the road tunnel.
Arahova at the tunnel entrance (length of 24m) and ohave to be constructed. The structures comprise of two rows of sheet pile wa
Description of services provided within the assignment:
the evaluation of the geotechnical investigations as well as the NATM for six categories of support measures (A to F).
As far as the final (inner) lining is concerned, static calculations were perfas well as the cross
1 5001 400
989.
49
989.
15
978.
93
976.
17
972.
85
970.
92
969.
99
968.
81
964.
49
910.
54
910.
82
911.
10
911.
37
911.
65
911.
93
912.
20
912.
42
912.
60
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451
.82H
:91
2.05
78.9
5
78.3
3
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64.8
0
61.
20
58.9
9
57.7
9
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8
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130
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131
600
A
A
ΤΕΧΝΙΚΟ
ΑΝΩ ΔΙΑ
ΒΑΣΗΣ K.O.3 - K.O.2 (ΣΗ
Ρ . ΔΙΑΦΥΓ
ΗΣ)L=63.05m
130
KO2
131
ÐÑÏÓ ËÉÂ
ÁÄÅÉÁ
GREECE Arahova EYDE- HIGHWAY
2009 2011
E/M Design: Hydraulic DesignTopographical Geological DesignGeotechnical
G. Parigoris 12.949.691,40(21) 435.230,03PHASE A’ : Approved
and Escape Tunnel with length of 1297,52m, which connect with 4 crossprovision is made for two parking niches along the road tunnel.
Arahova at the tunnel entrance (length of 24m) and ohave to be constructed. The structures comprise of two rows of sheet pile wa
Description of services provided within the assignment:
the evaluation of the geotechnical investigations as well as the NATM for six categories of support measures (A to F).
As far as the final (inner) lining is concerned, static calculations were perfas well as the cross-passages.
1 7001 600
82
81 10
31.2
8
1024
.16
1017
.41
1012
.18
1004
.95
999.
55
993.
75
987.
45
987.
02
908.
04
908.
31
908.
59
908.
87
909.
15
909.
43
909.
71
909.
98
910.
26
123
.24
115.
85
108
.82
103
.31
95.
80
90.1
2
84.
04
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7
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76
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200
201
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0000
0050
ΠΛΑΤΕΙΑ ΧΩΡΟΣ ΠΡΑΣΙΝΟΥ
άγαλμα
πεζοδρόμιοπεζοδρόμιο
ΧΩΡΟΣ ΣΤΑΘΜΕΥΣΗΣ
HIGHWAY – PATHE
Dektis consultantDesign: Dedalos DESIGN
opographical Design: E.T.ME. PEPPAS & ASSOCIATES LTDDesign: Feggaras Georgios
Geotechnical Design: A.D.F.
12.949.691,40€ + 3.303.910,60.435.230,03€ / 40%- (8)
Approved -----------
and Escape Tunnel with length of 1297,52m, which connect with 4 cross
Arahova at the tunnel entrance (length of 24m) and ohave to be constructed. The structures comprise of two rows of sheet pile walls connected via a roof plate.
the evaluation of the geotechnical investigations as well as the
As far as the final (inner) lining is concerned, static calculations were performed The final design of the cover&cut overpasses was also performed.
1 9001 800
1066
.14
1062
.31
1060
.94
1059
.33
1057
.33
1054
.58
1052
.09
1047
.47
1035
.13
1033
.34
905.
53
905.
81
906.
09
906.
37
906.
64
906.
92
907.
20
907.
48
907.
76
907.
86
160.
61
156
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86
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150
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69
ΧΩΡΟΣ ΣΤΑΘΜΕΥΣΗΣ ΔΗΜΟΤΙΚΟΣάσφαλτος
άσφαλτος
άσφαλτος
Arahova
consultant engineers LTDDESIGN consultant
E.T.ME. PEPPAS & ASSOCIATES LTDFeggaras Georgios
A.D.F. consultant Geotechnical
+ 3.303.910,60.€ 191.118,00€ +14740,60
-------------PHASE Β’ to be approved
and Escape Tunnel with length of 1297,52m, which connect with 4 cross
Arahova at the tunnel entrance (length of 24m) and of K.O.2 and K.O.3 (length of 60m) roads at the tunnel exit will lls connected via a roof plate.
the evaluation of the geotechnical investigations as well as the final
ormed for the final design of The final design of the cover&cut overpasses was also performed.
2 1002 000
1078
.77
1079
.68
1078
.92
1079
.03
1075
.26
1073
.88
1075
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1075
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1073
.15
903.
03
903.
30
903.
58
903.
86
904.
14
904.
42
904.
70
904.
97
905.
25
175
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176
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175.
34
175
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171.
12
169
.46
170.
30
170
.29
167
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Ρ
ΧΩΡΟΣ ΣΤΑΘΜΕΥΣΗΣ ΔΗΜΟΤΙΚΟΣάσφαλτος
Arahova Bypass
engineers LTD consultant engineers LTD
E.T.ME. PEPPAS & ASSOCIATES LTD
Geotechnical engineers LTD
+14740,60 € +43744,10 € to be approved
and Escape Tunnel with length of 1297,52m, which connect with 4 cross-
f K.O.2 and K.O.3 (length of 60m) roads at the tunnel exit will lls connected via a roof plate.
final design for the preliminary support according to the
for the final design of all the crossThe final design of the cover&cut overpasses was also performed.
2 200100
1010
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1017
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1024
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1031
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1037
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63
engineers LTD E.T.ME. PEPPAS & ASSOCIATES LTD
engineers LTD
€ +43744,10 € /100%
-passages. Due to the tunnel’s length
f K.O.2 and K.O.3 (length of 60m) roads at the tunnel exit will
design for the preliminary support according to the
all the cross-sections of the road and escape The final design of the cover&cut overpasses was also performed.
2 4002 300
962.
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963.
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4.32
968.
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57
ΠΡΟΣ ΔΕΛΦΟΥΣ
ΠΡΟΣ ΑΡΑΧΒΩΒΑ
1160
1150
59
58
611200
/100%
passages. Due to the tunnel’s length
f K.O.2 and K.O.3 (length of 60m) roads at the tunnel exit will
design for the preliminary support according to the
sections of the road and escape The final design of the cover&cut overpasses was also performed.
2 6002 500
907.
99
914.
97
921.
33
923.
38
933.
06
936.
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942.
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19
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ΑΜΥΓΔΑΛΙΕΣ
1100
1050
56
Á4E
55
54
53
TG2
Χ.Θ. 1+084.00
ΤΕΧΝΙΚΟ ΑΝ. ΔΙΑΒΑΣΗΣ ΥΦΙΣΤΑΜΕΝΗΣ ΟΔΟΥ L=24.00m
X .Θ
. 0+ 3
14.3
2
ΤΕΛ
ΟΣ ΜΕΛ
ΕΤΗΣ ΔS
R3
ÃÓ1
Y
O
K
L
R
E
A
ΑΡΧΗ ΤΕ
ΧΝΙΚΟΥ Α
.Δ.
Χ.Θ. 1+060.00
L=16.99m
ΑΡΧΗ
ΠΑΣΣΑΛΟΤΟΙΧΟΥ
Χ.Θ. 1
+058
.22
ΤΕΛΟΣ ΠΑΣΣΑΛΟΤΟΙΧΟΥ
Χ.Θ. 1+0
41.23
B
57
passages. Due to the tunnel’s length,
f K.O.2 and K.O.3 (length of 60m) roads at the tunnel exit will
design for the preliminary support according to the
sections of the road and escape
2 700
893.
71
895.
38
896.
04
900.
91
905.
97
894.
29
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4.99
0.5
8
0.731.175.
68
fm
Qba
sdsl
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?
Χ.Θ.=1
+027.50
ΤΕΛΟΣ ΓΕΦΥΡΑΣ
Γ2
52
ΤΕΧΝΙΚΟ ΑΝ. ΔΙΑΒΑΣΗΣ ΥΦΙΣΤΑΜΕΝΗΣ ΟΔΟΥ L=24.00m
ΠΡΟΣ ΑΡΑ
ΧΒΩΒΑ