Mbarara-Katuna Road Project (Lot 3 Rwentobo-Kabale-Katuna 65Km)

H.E President Yoweri Museveni, EU Commissioner for Development Cooperation Mr. Andris Piebalgs and the EU Head of Delegation in Uganda discuss during the ground breaking ceremony of Mbarara-Katuna road.
Project Background
The Government of Uganda (GoU) has obtained grants from the European Development Fund towards the cost of the design (EDF9) and reconstruction (EDF 10) of the priority section of the Northern Corridor route (NCR) from Mbarara through Ntungamo and Kabale to Katuna.
The reconstruction of the Mbarara to Katuna section of the NCR was tendered as two Contacts, namely Lot 2 from km 36 to km 95 and Lot 3 from km 95 to km 160 at Katuna.
The contract for the reconstruction of Lot 3 was awarded to Reynolds construction company (Nig) Ltd on 7 December 2010 (contract 2010/259-788). Reynolds Construction Company (RCC) was given “access to site” from 3 August 2011 along with a notification to commence the works from the same date.
Project Description
Northern Corridor Route
The Northern Corridor Route forms part of the main international route connection Kenya, Uganda, Rwanda, and the Democratic Republic of Congo and runs from the Kenyan border via Kampala to the Rwandan border with approx. length of 650 km. The road is the country’s most important road link, both nationally and internationally.
Lot 3 is 65km long, the first 9 km (from Km 95 to 104) of project road are in Ntungamo district and the remaining 56 km of the road is in Kabale Administrative District. The area is relatively densely populated with subsistence farming the main activity. The project road passes through roadside villages.
From Km 95 to the road crosses flat terrain. Mountainous terrain occurs between Km 97 and Butobere Village (km 134.7) which is located about 3 km before Kabale Town. The Kabale to Katuna Road section is flat. Between km144.5 to Katuna (Km 160) the road is located on the base of foot slopes along the edge of the Rwanihigw and Kamuganguzi wetland.
Road Upgrading
The project road is at present constructed with a surfaced carriageway and un-surfaced shoulder to average widths as shown in Road upgrading Table 1-1 below.
Average Existing Road Widths
|
section
|
Surfaced carriageway
|
Un-surfaced shoulder
|
Total
|
|
Km 95.0-km 138.3
(Rwentobo to Kabale)
|
6.4 m
|
2.4 m
|
11.2 m
|
|
Km 138.3 to km 159.8
(Kabale-Katuna)
|
7.1 m
|
2.2 m
|
11.5 m
|
The reconstruction project will involve upgrading the road to a class 1b paved road with 7 m carriage way width and 1.5 m paved shoulders. As a result of pavement lift and the general need for minor adjustments to the horizontal curvatures, the existing total width of the existing road is generally not sufficient to reconstruct the new road to the above specifications, without widening of the existing embankments.
The necessary widening is minor and as the construction cost of widening on both sides of the existing embankments is significantly higher than a single side widening, the new road centerline has therefore where possible been shifted to one side only. This has had the added advantage that some of the existing lined side drains can be preserved and has minimized expensive rock cuts. However, through villages and trading centers the road has generally been kept at the center of the existing road to avoid unnecessary demolition of structures and buildings.
Pavement Reconstruction
The existing road comprises a bituminous surface dressing (patched) on a lime stabilized base and a natural gravel sub base. Typically the existing base will be pulverized and mixed with crushed stone to be incorporated in the new road as a sub base of G45 quality. A new crushed stone base will then be constructed on this sub base beneath the carriageway and shoulders beneath the carriage way a 90 mm thick asphalt concrete binder course will be constructed on the crushed stone base and will be surfaced with a 60mm asphalt concrete wearing course. Beneath the new road shoulders the crushed stone base thickness is increased and the asphalt concrete binder course is omitted, but the asphalt wearing course is to be constructed flush with the carriageway. The asphalt mix design shall be based on super pave procedures and specifications. The road pavement along the Kisoro link between Katuna Junction and the start of the new Kabale-Kisoro-Bunagana road (2.35km long), which runs through Kabale Town, is to be repaired and a new bituminous surface dressing is to be constructed.
List of Existing Bridges along the Project Road
|
Location
|
Type
|
Span
|
Height
|
Catchment Area Km2
|
|
Km 135.1 Nyakizumba River
|
composite
|
1 x 12.5 m
|
Approx. 5.0 m
|
586
|
|
Km 139.5 Muzhogo River
|
Reinforced Concrete
|
1 x 4.8 m
|
Approx. 3.5 m
|
232
|
Contract Details
|
Project Title
|
Reconstruction of the Mbarara-Ntungamo-Kabale-Katuna
section of the Northern corridor Route,
Between Km 95 to 160, Lot No 3
|
|
Contract Number
|
2010/259-788
|
|
Project Funding
|
European Union (10th EDF Programme)
|
|
Contracting Authority
|
Ministry of Finance, National Authorising
Officer for European Development
|
|
Supervisor
|
The Executive Director, Uganda National
Roads Authority (UNRA)
|
|
Supervisor’s Project Manager
|
Eng Charles Naita
|
|
Supervisor’s Representative
|
COWI A/S, 2 parallelvej, DK-2800 Kongens Lyngby,
Denmark
|
|
Resident Engineer
|
Edward C Bishop
|
|
Contractor
|
Reynolds Construction Company (RCC)
|
|
Date of Tender
|
7 May 2010
|
|
Project award date
|
7 December 2010
|
|
Date of contract signing
|
29 December 2010
|
|
Order to Commence
|
3 August 2011
|
|
Access to site
|
3 August 2011
|
|
Contract Period
|
36 Months
|
|
Completion Date
|
4 August 2014
|
|
Tender sum
|
Euro 67,495,548.21
|
|
Contract Price
|
Euro 65,808,558.08 (Tender sum less 2.5% discount)
|