International NGO · Written recruitment test
Practical exercise · Officer level
WASH Officer, Sanitation
- Duty station
- Ukhiya, Cox's Bazar district (Bangladesh)
- Time allowed
- 90 min
- Marks
- 100 marks
- Pass mark
- 60 %
- Profile
- Officer, 2 to 5 years of experience
Instructions
- The test lasts 90 minutes. It is marked out of 100; the pass mark for the interview is 60.
- You may use a calculator or a spreadsheet. Show your workings: a correct result without workings receives only half the marks.
- Round purchases up to the next whole unit (bags, bricks, bars) or to the next tenth of a m³ (sand, gravel). Prices are in taka (BDT).
- Any outside help (another person, artificial intelligence) is forbidden. Scripts containing identical passages are disqualified.
- The documents are fictional but built on realistic data. Do not make unjustified assumptions; if you make one, state it.
Original practice test, built on the format of written tests used by United Nations agencies and international NGOs. The context and figures are fictitious.
Documents provided
- Each cubicle has its own pit, with a square internal cross-section of 0.9 m × 0.9 m and a depth of 1.5 m (high water table). Brick lining half a brick thick (0.11 m).
- The top 0.5 m of the pit must not be filled (freeboard): useful volume = 0.9 × 0.9 × 1.0 m.
- Slab per cubicle: 1.2 m × 1.2 m × 0.08 m in reinforced concrete; 8 mm diameter reinforcement bars every 15 cm in both directions, i.e. 9 bars of 1.1 m per direction per slab.
- Planned use: 20 people per cubicle.
| Item | Ratio |
|---|---|
| Concrete at 350 kg/m³ | 350 kg of cement, 0.45 m³ of sand and 0.85 m³ of gravel per m³; add 10% wastage to the concrete volume |
| Half-brick wall | 55 bricks per m²; add 5% breakage. Area calculated on the wall centreline perimeter × height |
| Mortar | 0.03 m³ per m² of wall; 300 kg of cement and 1.1 m³ of sand per m³ of mortar |
| Reinforcement | Bars sold in 12 m lengths |
Prices: cement BDT 560 per 50 kg bag; brick BDT 14; sand BDT 1,800/m³; gravel BDT 3,500/m³; 12 m bar (8 mm diameter) BDT 850.
- 150 cubicles in the sector, 20 users per cubicle.
- Project design assumption for wet pits in a high water table: accumulation of 0.08 m³ of sludge per person per year.
- The desludging service provider uses a small 2 m³ vacuum truck and can make 3 trips per day to the faecal sludge treatment plant.
- From June to September (monsoon), the truck can no longer reach some areas.
| Criterion | Result |
|---|---|
| Functional cubicles | 34 out of 40 |
| Women's cubicles with a working inside lock | 11 out of 20 |
| Blocks lit at night | 4 out of 10 |
| Blocks with clear, signposted separation between men and women | 7 out of 10 |
| Blocks with a handwashing station (water and soap present) | 5 out of 10 |
| Cubicles whose pit is more than 75% full | 9 out of 40 |
Focus group discussions: women and girls say they avoid the latrines after dark; several use a bucket inside the shelter. Adolescent girls report that there is no bin for sanitary materials.
Result
0 out of 100
Mark each answer honestly against the panel's grid: the total is calculated automatically.
Common mistakes that cost marks
- Calculating the wall area on the internal perimeter instead of the centreline perimeter.
- Calculating the number of bars from the total length without taking offcuts into account.
- Forgetting concrete wastage or brick breakage.
- Planning desludging for when the pit is full, with no margin and no monsoon preparation.
- Treating locks and lighting as details rather than as protection issues.
Useful references
- The Sphere Handbook (2018), Water supply, sanitation and hygiene promotion chapter, standards 3.1 to 3.3 (excreta management)
- Inter-Agency Standing Committee (IASC), Guidelines for Integrating Gender-Based Violence Interventions in Humanitarian Action (2015), WASH section
- Compendium of Sanitation Systems and Technologies (Eawag, 2014 edition)