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As of October 31, 2003

Physical Progress

Contractor

JV of Dong Ah and Song Da

Commencement of the Works

1st October 2000

Contract Period

1460 days (Until September 30, 2004)

Time Elapsed (days)

1110 of 1460 (76.02%) Remaining 350 days

Progress

Main Tunnel(2417m)

Excavated 2379m in total (100%)

Evacuation Tunnel(2429m)

Excavated 2411m in total (100%)

Access Road to Water Reservoir.

Completed

Bridge No.1(58m)

66m (2 nos.) of girders casted in this month

Others

 

Photographs


1B0310OV01.jpg
South Tunnel Portal Area - October 2003

1B0310ST01.jpg
Installation of Center Drainage

1B0310ST02.jpg
Embankment of Subbase for Main Tunnel

1B0310ST03.jpg
Subbase Test of Pavement

1B0310ST04.jpg
Placement of Concrete for East Side Drain

1B0310ST05.jpg
Inspection of Double Welding Connection

1B0310ST07.jpg
Main Tunnel Breakthrough at Station 5+019.325

1B0310ST08.jpg
Drilling Shotcrete for Taking Core

1B0310EP01.jpg
Placement of Concrete Pavement for E.P No.3

1B0310EP02.jpg
Construction of Electrostatic Precipitator No.2

1B0310SE01.jpg
Evacuation tunnel

1B0310B101.jpg
Precasting Girder of Bridge No.1

1B0310B102.jpg
Construction of Bridge No.1

1B0310MA01.jpg
Testing Sample for Concrete Lining

Top

Construction Supervision

Summary from Contractor

Main Tunnel top heading and Evacuation tunnel to contract limit @ 5+500 is complete (100%) . PKIB continue excavation beyond Sta. 5+500 as subcontractor to PKIA contractor , top heading completed up to Sta. 5+019, then pilot heading to Sta. 5+016.

PKIA broke through to the pilot tunnel on 28th October 2003, then completed the last blast in the top heading on 30th October. Preparation works were then carried out for the breakthrough ceremony held on Friday 7th November 2003 at the meeting point.

During the reporting period 111.8m of Evacuation Tunnel and 97m of Main Tunnel Top Heading was excavated, giving a total length of 2792.7m of Evacuation Tunnel and 2878.5m of Main Tunnel Top Heading excavated to date.

Bench excavation was completed to the contract limit at Sta. 5+500 then continued for PKIA. Total 164m excavated on East side and 168m excavated on West side.

Tunnel lining continued with 60.3m of main tunnel, 18.6m of layby completed. Work continued on Electrostatic Precipitator No. 3, the pavement was completed and handed over to PK4 to commence their works. PKIB contractor managed to improve progress of the side drain and cable duct/trough. During October zone P was completed and handed over to PK4 contractor to commence fire main installation works.

Construction Supervision by Engineer

Main Tunnel

A total of 97m of Main Tunnel Top Heading was excavated over the reporting period, giving a total length of 2878.5m of Main Tunnel Top Heading excavated to date.

Face No.7

- 97m of Top Heading excavated from 2+781.5 to Sta. 2+878.5

Bench excavation

- 164m on East side from Sta. 2+259.6 to 2+423.6 and 168.6m on West side between Sta. 2+229.2 to 2+397.8

Tunnel Lining

Concrete for Foundation Beam -103.5m Fr . St. 2+202.5 to Sta. 2+306 (West Side)

Concrete for Foundation Beam -70.8m Fr. St. 2+201.3 to Sta. 2+272.1 (East Side)

Total quantity: 102 m3

Concrete for Tunnel Lining - 60.3m (5 blocks) from St. 5+785.5 to Sta. 5+726 and Layby lining 18.6m (3 blocks)

Total quantity: 1083m3

Installation of mole drain 38m

Installation of waterproof membrane 40m

Placement of concrete for side drain

389.8m (East side)

488.9m (West side)

Placement of concrete for cable duct

- (East side) 363.4m and cable trough

- (West side) 769.9m

Placement of concrete for construction of centre drain 287m

Evacuation Tunnel

A total of 111.8m of Evacuation Tunnel was excavated from St. 2+680.7 to Sta. 2+792.7 over the reporting period. Giving a total length of 2792.7m of tunnel excavated to date.

Bridge No. 1

66m ( 2 No.) of girder cast

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