| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Resident Engineer | 2022-23 | R150m | Special Maintenance on National Route R63 Section 12 from N10 (Km 0.0) to Bedford (Km 20.7) | Recycling of the existing pavement surface and base layers combined with bitumen and cement to produce 155 mm BSM2 base layer, cape seal surfacing, construction of RC box culverts and drainage. | GladAfrica |
| Chief Resident Engineer | 2018-20 | R394m | Lesotho Highlands Development Project, Phase II – Advance Infrastructure Contract | CRE for construction of advance infrastructure comprising roads, water, sewer reticulation, temporary and permanent water and sewer works, bulk excavations and terracing at Polihali Dam site and infrastructure upgrading at Katse Dam site. | Mott MacDonald Africa |
| Resident Engineer | 2016-18 | R396m | Safety Improvements on R23 Section 2 from Km 0-Km 4 and 6 new bridges Standerton – Balfour | E R for contract to construct approach roadworks at bridges and demolition of existing bridges and rebuilding 6 new bridges along R23 | SMEC |
Bridal Veil Road Overpass Bridge
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Engineer’s Representative | 2014/2016 Completed | R71,5m | Bridal Veil Road Overpass Bridge over N1 20 leading into the Mall of Africa | E R for contract during the construction of the Bridal Veil Road Overpass Bridge, carrying four 3.5 m traffic lanes, a 2 m pedestrian walkway and a 2 m cycle track over the N1. The bridge consists of five precast M-beam and slab configuration. The bridge piers comprised multiple columns with transom beams founded on spread footings and the abutments consist of perched structures founded on augured piles with mechanically stabilized earth embankments constructed after piling. | AECOM |
Richmond Pipeline
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Engineer’s Representative | 2013/2015 Current |
R205m | Richmond Pipeline, Reservoir & Pump Station |
E R for 3 contracts during the construction of a 32 km welded steel 450 / 600 dia pipeline, 5 MI concrete reservoir, pump station, supply and installation of pumps, pipework and motor control centres. | RHDHV |
Ohlanga Sewage Transfer Scheme – Umhlanga Rocks
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Resident Engineer | 2010-2012 | R145m | Ohlanga Sewage Transfer Scheme – Umhlanga Rocks | R E during the construction of a new 12 Ml/day pump station, supply and installation of pumps, pipework and motor control centres, 1,1km * 560mm dia HDPE rising main and 6,2km gravity outfall sewer and 1,33km 1350mm dia elevated concrete pipe on P/T concrete beam bridges. | Aurecon |
King Shaka International Airport – La Mercy Durban
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Chief Engineer’s Site Representative Civil | 2007-2010 | R1,6b | King Shaka International Airport La Mercy Durban | Site Supervision of Aprons and associated taxiways, public open parking facilities, underground services at the terminal precinct , external airside/landside road and general civil co-ordination during the complete project construction period. | PDNA |
Remote Parking Facility ACSA – Durban
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Design Engineer | 2007 | R16m | Remote Parking Facility ACSA at Old Durban International Airport | Design of remote parking facility infrastructure to supply additional capacity to existing facilities. | ARCUS GIBB |
Multi-storey Car Park ACSA – Durban
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Resident Engineer | 2006/7 | R94m | Multi Storey Car Park for ACSA at Old Durban International Airport | R E during construction phase of two floor R/C parking garage comprising grout auguered piles, post tensioned slabs and structural steel barrel vault roof structure. Project stopped midway due to construction of new KSIA airport. | ARCUS GIBB |
Multi-storey Car Park ACSA – Durban
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Design Engineer | 2006 | R8m | Multi Storey Car Park for ACSA at Old Durban International Airport | Design of civil works infrastructure consisting of stormwater drainage, sewer, water reticulation and traffic drop off facilities. | ARCUS GIBB |
Montebello Hospital
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Design Engineer | 2005 | R2,5m | Montebello Hospital | Design of civil and structural additions. | ARCUS GIBB |
Groutville Low Cost Housing Development
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Design Engineer | 2004 | R10m | Groutville Low Cost Housing Development | Preparation of preliminary infrastructure designs, cost estimates and Bulk Services Reports for Driefontein, Etsheni, Njekane and Mnyundwini in KwaDukuza. | ARCUS GIBB |
Reunion Eco Centre – Isipingo
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Design Engineer & Contract Supervision | 2004 | R5,5m | Reunion Eco Centre and Boardwalk | Preparation of structural design drawings for Eco Centre building and polywood boardwalk through mangrove swamps. | ARCUS GIBB |
SATI Container Depot – Southgate
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Resident Engineer | 2003 | R16,7m | SATI Container Depot Southgate | 40 000 m2 container storage depot, comprising layerworks, precast block paving, rail siding and infrastructure. | ARCUS GIBB |
Westville Sewer Reticulation
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Resident Engineer | 2002 | R5m | Westville Sewer Reticulation | Installation of sewer reticulation in existing erven in Westville comprising 17 100 m of 160 upvc sewer pipes and 660 precast concrete manholes in Phase 4, Stages 1 and 2. | SOOKAN & Associates |
NR2 La Lucia Interchange – Umhlanga Rocks
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Resident Engineer | 2002 | R6m | NR2 La Lucia Interchange Upgrading | Part time supervision to completion of the rehabilitation of existing carriageways under extremely heavy traffic conditions, mill/replace, and final premix overlay comprising 21 000 m2 on MR 94 and ramps, measurement of quantities on completed road and bridge works and final acceptance inspection. | BCP Engineers |
The Moreland Millenium Bridge – Umhlanga Rocks
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Resident Engineer | 2002 | R8m | The Moreland Millennium Bridge | Two span closed cell box structure, curved soffit, skew, on l/grade, founded on precast piles, elliptical central pier, conventional counterfort abutments, structural steel arches mounted on steel fins carrying lighting components. | BCP Engineers |
Widening of Old Bush Bridge – Umhlanga Rocks
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Resident Engineer | 2001 | R1.5 | Widening of Old Bush Bridge | Two span closed cell box structure, closed abutments, central pier, prestressed road / road widening bridge founded on Berea Red sands. | BCP Engineers |
Widening of Seaview Bridge on Umhlanga Rocks Drive
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Resident Engineer | 2000 | R4m | Widening of Seaview Bridge on Umhlanga Rocks Drive | Widening of Seaview Bridge on Umhlanga Rocks Drive : Two span closed cell box structure, counterfort abutments, central pier prestressed road / road widening bridge founded on Berea Red sands. | BCP Engineers |
Widening of Umhlanga Rocks Drive
| FUNCTION | YEAR | VALUE | PROJECT | DESCRIPTION | CONSULTANT |
| Resident Engineer | 2000 | R2m | Widening of Umhlanga Rocks Drive | Rehabilitation of existing carriageways, construction of new three lane carriageways, all associated bulk earthworks and layerworks comprising 20 000 m2 premix overlays under extremely heavy traffic conditions between Hickory Drive and Armstrong Avenue. | BCP Engineers |