Feasibility Study and Detailed Design of MR25 (Sithobelweni to Hlatikhulu)
September 27, 2024
Construction of the Grand-Hall Access Roads and Parking at Lozitha
September 27, 2024| FIRM’S REFERENCE | |||
| ASSIGNMENT NAME: | COUNTRY: | ||
| Feasibility Study and Detailed Design of Manzini traffic Circle to Mbadlane Section of MR3 | Swaziland | ||
| LOCATION WITHIN COUNTRY: | PROFESSIONAL STAFF PROVIDED BY THE FIRM: | ||
| Manzini and Lubombo Regions | Project Manager/Geometrics/Stormwater Engineer, materials/Pavement Engineer, Bridge Engineer, Surveyor, Land Surveyor, Environmentalist, Geotechnical Engineer, Transportation Engineer, Economist. | ||
| NAME OF CLIENT: | № OF STAFF: | ||
| Ministry of Public Works and Transport (Roads Department) | 3 | ||
| ADDRESS: | № OF STAFF-MONTHS: | DURATION OF ASSIGNMENT: | |
| P O Box 58, MBABANE, H100 | On-going | On-going | |
| START DATE: | COMPLETION DATE: | APPROX VALUE OF SERVICES (US Dollars): | |
| November 2009 | 2013 | Professional fees : 562 500.00 | |
| NAME OF ASSOCIATED CONSULTANTS: | PROFESSIONAL STAFF-MONTHS OF ASSOCIATED CONSULTANTS: | ||
| Vela VKE Consulting Engineers (Pty) Ltd Swazi Surveys Geotech Swaziland\First Environmental Chris Amoako and Associates | On-going | ||
| NAME OF SENIOR STAFF (PROJECT DIRECTOR / COORDINATOR, TEAM LEADER) INVOLVED AND FUNCTIONS PERFORMED: | |||
| Project Manager : S. Makhubu – Management, tender, evaluation and award, construction supervision Geometrics/Stormwater Engineer : CG Layman – Design and tender documentation of roads Materials/Pavement Engineer : S. J. Grobler – Materials survey and pavement design Bridge Engineer : J. Bischoff – Interchange designs Surveyor : C. Forte – Land Surveying Land Evaluator: C.Amoako – Land Evaluation Environmentalist : Dr S. Mamba – Environmental Impact Assessment Geotechnical Engineer : R. Sawyer – Materials Investigation Transportation Engineer : P. Martin – Traffic analysis Economist : Dr G. Maasdorp – Economic Analysis | |||
| NARRATIVE DESCRIPTION OF PROJECT: | |||
| Upgrading of 29km of two lane road to a 4 lane highway including interchanges, service roads, new jersey type concrete median barrier, raised paved sidewalks in urban areas with associated storm water system, street lighting and traffic lights (where necessary). The pavement on the main carriageway consists of 40mm asphalt surfacing, 150mm crushed stone base, 150mm stabilized gravel upper subbase, 150mm stabilized gravel lower subbase, 150mm upper selected subgrade, 150mm lower selected subgrade. | |||
| DESCRIPTION OF ACTUAL SERVICES PROVIDED BY THE FIRM: The services provided include topographical survey, traffic survey and analysis, soils and materials investigation, environmental assessment, economic analysis, cost estimation and compilation of feasibility study report. Additional services include pavement investigation, foundation investigation, land expropriation, detailed designs for roads, interchanges and stormwater, and the relocation and or protection of services, tender documentation and cost estimation. | |||
