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Contract No. 09-24859/1 1 JV Egis International & IRD Engineering SUPERVISION OF THE REMAINING LINK ALONG CORRIDOR X TO THE LEVEL OF MOTORWAY SECTION DEMIR KAPIJA – SMOKVICA AT THE FIRST 4 KM

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Contract No. 09-24859/1

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JV Egis International & IRD Engineering

SUPERVISION OF THE REMAINING LINK

ALONG CORRIDOR X TO THE LEVEL OF MOTORWAY

SECTION DEMIR KAPIJA – SMOKVICA

AT THE FIRST 4 KM

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BRIDGE B1

B1 – Placing of reinforcement cage for pile P25 on Abutment A0R B1 – Checking of formwork before concreting for piles C13 and C14 on Pier P1R

B1 – Placing of reinforcement on Abutment A0L B1 – Apply Asphalt coating of pile cap on Abutment A0L

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BRIDGE B1

B1 – Placing of bearings on Abutment A0Left B1 – Checking of reinforcement on Pier head P1R

B1 – View on Bridge B1 with Abutment A0R B1 – View on Abutment A5 – reinforcement checked and start with formwork(1st stage)

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BRIDGE B1

B1 – Concreting of Abutment A4Left – 2nd stage B1 – Placing of reinforcement on Abutment A4Left – 3rd stage

B1 – Reinforcement of Main Girder and ducts for prestressing ready for check(1st phase) B1 – Placing of concrete for main girder No.1(Span A0L-P1L)

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BRIDGE B1

B1 – Pre-stressing the first five Main Girders (No.1,2,3,4 and 5), Span A0L-P1L B1 – Erection and transportation the first Main Girder No.1(Span A0L-P1L)

B1 – Erection and transportation the sixth Main Girder No.6(Span P1L-P2L) B1 – View on the first two span (A0L-P1L,P1L-P2L) from basket

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BRIDGE B1

B1 – Placing of metal sheet between Main girders in the first span, AOLeft-P1Left B1 – View on the concreting of Main Girder No.23 with pump

B1 – Placing reinforcement of Cross Beam on Abutment A4Left B1 – Connection of bearing with Main girder and placing on bearing plinth(Abutment A0Right)

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BRIDGE B1

B1 – View on Bridge deck slab(span P3L - A4L) – ready for concreting B1 – Concreting and curing of Bridge deck slab - span P3L - A4L

B1 – Curing of Bridge deck slab - span A0L – P1L B1 – Placing of reinforcement for Cross beam on Abutment A0 (R.B.)

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BRIDGE B1

B1 – Placing of concrete for Crossbeam on Abutment A0 (R.B.) B1 – Placing of concrete for Crossbeam on Pier P1 (R.B.)

B1 – Placing of reinforcement for Sidewalk(right side) (L.B.) B1 – Placing of concrete for Sidewalk(left side) (L.B.)

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BRIDGE B1

B1 – View on Bridge B1

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BRIDGE B1

B1 – View on Bridge B1

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TUNNEL T1

T1 –Mechanical Opening South portal Tunnel T1: Gorge area NRP starting excavation in the underground installation 1st arches LG.

Tunnel T1-Right Branch excavation works at bench. Tunnel T1: Gorge area NRP excavation works jumbo drilling in the bench.

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TUNNEL T1

Tunnel T1: North Right Bore (Gorge) excavation works at the Tunnel face . Tunnel T1: Gorge NRP(North Right Portal ) placement layer of wire mesh in support of the tunnel.

Tunnel T1: Gorge NRP (North Right Portal) spraying shotcrete in support of the tunnel. Tunnel T1: Southern Portal Left bore spraying smoothing shotcrete before the waterproofing works

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TUNNEL T1

Tunnel T1: SP L.B: installation of the scaffolding for the placement of geotextile and PVC membrane. Tunnel T1: Southern Portal Left Bore installation of geotextile.

Tunnel T1: Left Bore waterproofing works (placement of PVC membrane). Tunnel T1:South Left Bore cast of concrete for the final lining Block L033

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TUNNEL T1

Tunnel T1: Northern Portal Left Bore casting sub-base concrete. Tunnel T1: Southern Portal Left Bore drainage works( cast permeable drain rock).

Tunnel T1: Northern Portal Left Bore casting concrete in abutment. Tunnel T1-Left Bore casting concrete (final lining) in tunnel vault.

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TUNNEL T1

Tunnel T1: Southern Portal Left bore view from the final lining. Tunnel T1-Left Bore laying of geotextile at the bottom of the Tunnel.

Tunnel T1-L.B. placement geotextile and backfilling with rocky material the bottom floor of the Tunnel . Tunnel T1-Left Bore installation of formwork at Tunnel vault Northern Portal cut&cover .

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TUNNEL T1

Tunnel T1-Left Bore casting concrete at Tunnel vault Northern Portal cut&cover . Tunnel T1-Left Bore reinforcement works at Tunnel vault Northern Portal cut&cover .

Tunnel T1-Left Bore view from cut&cover. Tunnel T1-Right Bore view from cut&cover Northern Portal.

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BRIDGE B2

Placing of protect reinforced and unreinforced piles for foundation of Pier P2R B2 – Concreting of main pile P4 on Pier P2R

Placing 2nd part of reinforcement for pile P5 on Pier P1L temporary retaining structure B2 – Concreting of pile cap on Pier P2R temporary retaining structure

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BRIDGE B2

B2 – Excavation for foundation(pile cap) P3R B2 – Reinforcement of Pile Cap (1st stage),ready for check, Pier P3(R.B.)

B2 – Concreting of pile cap on P2R

B2 – Concreting of Pilecap(2nd stage),Pier P3(L.B)

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BRIDGE B2

B2 – Placing of reinforcement on Pier P2R(5th stage)

B2 – Reinforcement of Pier P3Right(3rd stage),ready for check, Pier P2(R.B.)

B2 – Concreting of Pier P3Right(4th stage),Pier P3(R.B)

B2 – Concreting of Pier P3Right (2nd stage)

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BRIDGE B2

B2 –Reinforcement of Side Walls on Pierhead P2,ready for check(L.B.)

B2 – Placing of reinforcement for Segment P2-5R/P2-5L(Bottom slab) on Pier P2, (L.B.) - ready for concreting

Placing of concrete for Segment P2-5R/P2-5L(Side Walls/Upper slab) on Pier P2, (L.B.)

Placing of reinforcement on Pierhead(Upper slab) on Pier P1, (L.B.)- ready for concreting -

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BRIDGE B2

B2 – View on Pierhead on Pier P3(R.B) after concreting and start with curing

B2 – Placing of concrete on Segments P2-5R/P2-5L(Side Walls/Upper Slab),Pier P2(R.B)

B2 – View on Bridge B2 with access road B2 – Concreting of Segments P3-5R/P3-5L(Side Walls/Upper Slab),Pier P3(R.B)

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BRIDGE B2

B2 – View on Bridge B2 with access road

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R.E.W.

Drilling for anchor bolts at Reinforced Earth Wall (near rear abutment A5L) R.E.W. – Placing of RC panels (TW 2)

Installation of face panels layer at Reinforced Earth Wall (bottom wall 1&2) Installed face panels at Reinforced Earth Wall (bottom wall 1)

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R.E.W

Installed face panels at Reinforced Earth Wall (bottom wall 2)

Installation of GeoStrap-5 type strips at Reinforced Earth Wall (bottom wall 1&2)

Installation of GeoStrap-5 type strips at Reinforced Earth Wall (bottom wall 1&2)

Installation of drainage layer at Reinforced Earth Wall (bottom wall 1&2)

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R.E.W.

Foundation area of R.E.W.4 R.E.W.– Foundation of Top Wall 4

R.E.W.(bottom walls 3&4) R.E.W. – Placing of strips 65 KN

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R.E.W.

R.E.W. – Formation of embankment (TW 3, 4) Layer 2 R.E.W. – Formation of embankment (BW 3, 4) Layer 29/35

R.E.W.- Wall 2 R.E.W.- Wall 3

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R.E.W.

R.E.W. R.E.W.– view from distance

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EMBANKMENT E1

View of Embankment 1 Placement of geogrid at embankment E1

Geogrid installation at Embankment E1 Placement od subgrade layer at Embankment 1

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EMBANKMENT E1

Placement od subgrade layer at Embankment 1 Embankment 1 – Subgrade layer

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View of Bridge B2, REW, E1, C1 30

B2, R.E.W., E1,C1

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CUT 1

CUT 1 Excavation at Cut 1

Cut C1 – Excavation CUT 1 – Wide earth excavation

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CUT 1

CUT 1 – Wide earth excavation CUT 1 – Wide earth excavation

CUT 1 – Trench on the 3-rd bench R Shotcrete C15/20 CUT 1 – Wide earth excavation

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CUT 1

Cut C1 excavation Cut C1 excavation

CUT C1 Excavation CUT C1