Caleb Akwesera Ndiwa — Engineer & Consultant
A multi-disciplinary engineer delivering water systems, environmental safeguards, structural assessment, mechanical engineering, and IT infrastructure across East Africa — for global development organisations and government agencies.
Multi-disciplinary engineer building solutions that last.
I hold a BSc in Agricultural & Biosystems Engineering from JKUAT and a CCNA in Enterprise Network Security & Automation. My career spans water infrastructure, environmental assessment, structural inspection, mechanical engineering, and IT — bridging technical depth with community impact across 8+ counties in Kenya.
I've delivered projects for the World Bank, UNHCR, Concern Worldwide, Church World Service, World Vision, and the National Irrigation Authority — always on time, within budget, and to international standards.
Public Service Intern
National Irrigation Authority
Kisiiki Irrigation Project, Machakos
Jan 2026 – Present
Assistant Structural Engineer
Thwake Multipurpose Dam — Blast Impact Assessment
Nov 2025 – Feb 2026 · 330 households · Makueni & Kitui Counties
Engineering Assistant
Rhines Engineering Services
Jan 2023 – Present
Nairobi, Kenya
Available nationally & internationally
Graduate Engineer
Engineers Board of Kenya · B25994
Service Capabilities
Projects & Case Studies
- →25 well sites assessed across Napuu & Lotikipi basins
- →Population, livestock & water demand modelling (40 L/p/day; 9.5 L/goat/day)
- →Target aquifers: Deep Basin, Transition, Fractured Bedrock, Alluvial
- →Georeferenced KML datasets & GIS map products for field mobilisation
- →Site access classification for drilling contractor logistics
- →E&S risk screening under World Bank ESF framework
- →Contractor ESMP review for compliance & adequacy
- →ESCP implementation monitoring & progress reporting
- →World Bank Joint Implementation Missions with WRA
- →Stakeholder grievance management & public participation
- →Topographic survey & catchment delineation — Ndoto Mountains ephemeral lagga system (5–30m wide wadis)
- →Hydrological analysis: NRCS-CN runoff model; flood frequency for 2, 5, 10, 25, 50 & 100-yr return periods
- →Reservoir geometry, freeboard, draw-off system (155m HDPE × 2 lines), 2× cattle ramps & troughs
- →Inlet protection: 35 gabions (2×1×1m), concrete sill, stone pitching; silt trap & spillway design
- →Reticulation: 900mm shallow well (elev. 712m), Afridev hand pump; solar pump sizing — TDH, flow-rate & PV panel capacity analysis for future off-grid solarization
- →ESIA under NEMA guidelines; stakeholder engagement with Ngurunit pastoral communities
- →Land tenure: communally owned, held in trust by Marsabit County per Community Land Act 2016
- →BOQ, Book of Drawings (AutoCAD Civil 3D), and tender documentation prepared for procurement
Dual-pond: 29,640 m³
Pond A: 12,106 m³ @ HWL 718m
Pond B: 17,534 m³ @ HWL 717m
Excav.: 25,385 m³ total
Silt trap 30×40m · 35 gabions
900mm shallow well · 155m HDPE
29,640 m³ capacity
145×60m top / 125×45m btm
Depth 3.0m · silt trap 40×30m
30 gabions · 2× cattle troughs
Contract SR112064 · KES 15.7M
28,759 m³ → 78,893 m³
3 pans; Pans 1+3 merged
+37,300 + 12,134 m³ new excav.
Catchment: 40.22 km²
Contract SR112062 Vol.I
≥30,000 m³ each
Topographic survey & design
NRCS-CN hydrology
BOQ & tender documents
Concern / WSTF SWASAP
8,280 people · 280 m³/day
Dukana II BH: 9.2 m³/hr
BH I pump TDH: ≥241m
50m³ steel tank · 12m tower
75mm HDPE rising main
Contract SR112061
Rehab & augmentation
Solar borehole supply
TDH & PV panel sizing
EPANET hydraulic model
HDPE reticulation design
Communal water kiosk
Contract SR112064 Vol.2
Rehab & augmentation
100m³ cylindrical tank reno.
50m³ galv. pressed steel tank
Solar pump sizing & design
PV array & inverter spec.
Water kiosk design
Contract SR112062 Vol.2
Detailed engineering design
Book of Drawings (AutoCAD)
Pump house & kiosk design
Pipeline profiles & layouts
BOQ & tender spec.
Contract SR112063
- →Desk study: review of regional geology, 7 existing borehole records within 8km radius
- →2 × VES (Schlumberger array) executed 6th June 2025 at Idsowe site
- →GPS site pegging: 625129E / 9746904S, alt. 15.49m; recommended depth 26m
- →Aquifer target: siliceous coral limestone, 10–26m bgl; est. yield ~20 m³/hr
- →Sea water intrusion boundary identified — 26m max drill depth enforced
- →ESIA prepared for NEMA licensing per EMCA-1999
- →Environmental Action Plan (EAP) developed for mitigation
- →WRA drilling authorisation compliance & statutory obligations
- →Stakeholder engagement: community, county government & local administration
- →Inception + draft + final reports within 4-week consultancy period
- →330 households across Mavindini, Kathulumbi, Kathongo, Nzambia & Kanyangi — 27 Nov–2 Dec 2025
- →Blast zones: Spillway, Dam Axis, Embankment, GQ1 Quarry, Powerhouse, Access Adit, Discharge Channel
- →Distances: 0.935–10.401 km from GQ1 blast pit via Haversine formula
- →ASTM crack classification; crack gauge; NDT: Rebound Hammer + Rebar Scanner
- →PPV: PPV=K(D/√W)⁻¹·⁶ vs. 5 mm/s (LN 61/2009) · USBM RI8507 · DIN4150-3 · BS 7385.2
- →GIS buffer analysis at 2 km from GQ1; masonry unit testing vs. KS 2801-1:2019
Production capacity 34,000 m³/day but distributes 11,000 m³/day
Challenges: dilapidated network, inadequate storage (3,600 m³ vs 34,000 m³), high energy costs (100% power-driven)
Deliverable: Full Needs Assessment Report — KSh 15M phased smart metering roadmap, 10 bulk pre-paid meters, DMA mapping plan, IaaS cloud data architecture, and JKUAT–Welle partnership framework submitted to HOMAWASCO Board
10 of 28 DMAs operational; 8,200 new analogue meters under KfW project; colonial-era infrastructure (1950s–1980s)
Recommended: GIS pipeline mapping (JKUAT + plumbers), pre-paid metering rollout for large users, Cap-Ons for DIEHL-Altair meters
Deliverable: Partnership Framework submitted to CEC, technical specs for Cap-Ons
Scoped GIS pipeline mapping for GUWASCO; explored joint venture PPP funding model with Chinese government
Proposed Belt & Road Meteorological Scholarship, JKUAT capacity building, and MoU between Nanjing University and Ministry
Deliverable: Framework document to Governor for review, follow-up meeting coordination
TEWASCO (Nyeri): Ranked 11th nationally (Score 142); NRW 580,845 m³/yr, tariff structure analysis prepared
BWASCO (Bungoma): NRW 70%, expansion-phase company, investment roadmap drafted
Deliverable: NRW Management Plans, Water Meter Trial Agreements (2-unit pilots)
Skills & Expertise
Professional Experience
Machakos County
Makueni & Kitui Counties
Delta Water Institute · Nanjing University of Information Science & Technology (China)
Marsabit & Isiolo Counties
Tana River County
Turkana County
Ngurunit Ward · Marsabit County
Kakuma / Kalobeyei, Turkana West
Kajiado & Narok Counties
Nairobi
Authorised Caterpillar Dealer · Service Department
Mansour Complex, Witu Road, Nairobi
LVSWWDA · Technical Department · Kisumu, Kenya
- →Prepared BOQs and Interim Payment Certificates for COWI A/S under the KES 68.3 M Kisumu LVWATSAN Programme (LVSWSB/RFP/C/03/2017-2018) — EUR 362,312 certified across 5 billing periods
- →Site supervision and borehole construction oversight: drilling, casing, flushing, test pumping, equipping, and gravel packaging — including Chemogong Borehole (inspection + progress report)
- →Field survey at Kiplelgutik Water Project, Kericho County — site assessment and report preparation
- →Supervised Ainamoi Sub County Hospital Water Pipeline Extension (Contract LVSWWDA/C/27/2020-2021, M/s Izrah Company — KSh 3M+, 3-month contract); and Kipsigis Girls High School Borehole (LVS/QT/1293/2020-2021, Waterlix Enterprises — KSh 3.98M)
- →Physiological water quality analysis: turbidity, alkalinity, chlorine content, and hardness determination for project sites
- →Attended Rongo Water Supply Project conference; participated in Rural Water & Sanitation programme planning and public participation exercises
- →Quality assessment of water pipeline extensions across multiple sites; client handover documentation
Final Year Research Project
- Performed thermodynamic and Gibbs free-energy mathematical modelling to determine equilibrium conditions and Specific Energy Requirements (SER = 37.7 kJ/mol H₂ — ~40% more efficient than steam methane reforming)
- Developed kinetic and process models using ANSYS CHEMKIN and Aspen Plus to predict reactor behaviour and optimise process parameters before fabrication
- Designed all system components in SolidWorks CAD: plug-flow reactor (Ø110mm × 1200mm mild steel, 34mm ceramic blanket + refractory cement insulation), rapid cooling chamber, cyclone separator, copper-coil condenser
- Selected TIG welding torch (argon carrier gas, arc temperature ~2500 K) as the plasma source over plasma cutter — superior inertness, better arc control, no HCN formation risk
- Fabricated and assembled the full prototype using TIG welding, sheet-metal rolling, refractory casting, and brazing — working within tight budget and a 6-month academic timeline
- Achieved 21% methane conversion efficiency on bench testing, confirmed via Gas Chromatograph analysis of inlet biogas vs. product gas samples
- Recommended solar-powered energy supply integration for scale-up to reduce electrical grid dependency and further lower the system's carbon footprint toward fully carbon-neutral operation
Training & Certifications
Education & Qualifications
Clients & Partner Organisations
A demonstrated track record of delivery across international development institutions, humanitarian agencies, government bodies, and private sector organisations.
* All projects delivered in collaboration with lead consultants, senior engineers, and client teams. References available on request.