100+ Free Baupolier/in BP Practice Questions

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2026 Statistics

Key Facts: Baupolier/in BP Exam

765 min

Total official assessment time across five parts

Wegleitung BP Baupolier, 11 July 2023

Grade 4.0

Minimum pass grade overall and in every part (1.0-6.0 scale)

Wegleitung BP Baupolier Ziff. 6.3

CHF 1,800

Official first-attempt fee (CHF 900 for a repeat)

SBV Prüfungsanmeldung, bauberufe.ch

74%

Pass rate at the January 2026 sitting (141 of 191 candidates)

Schweizerischer Baumeisterverband, April 2026

3 languages

Official examination languages: German, French and Italian

Prüfungsordnung BP Baupolier Ziff. 7.12

Five examination parts totalling 765 minutes — three written, one oral and one practical — weighted 1:3:2:2:2, with the overall grade and every part grade required to reach at least 4.0. In 2026, 141 of 191 candidates passed (74%). These practice questions are an English-language MCQ study adaptation covering AVOR planning, concrete execution standards, BauAV safety rules, LMV labour regulations and NPK measurement — not a translation of the exam and not a simulation of its written, oral or practical format.

Sample Baupolier/in BP Practice Questions

Try these sample questions to test your Baupolier/in BP exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1When developing a site layout plan (Baustelleneinrichtungsplan) for an urban multi-story building project in Switzerland, which factor primarily determines the optimal positioning of a top-slewing tower crane (Obendreher-Turmdrehkran)?

A.Maximizing the crane's reach to cover the heaviest anticipated precast elements at maximum radius while avoiding neighboring oversailing infringements (Kranüberfahrtsrecht) where possible

B.Placing the crane as close as possible to the site office trailer to facilitate direct electrical hookup and supervision

C.Positioning the crane strictly at the lowest topographic point of the excavation pit to minimize mast height

D.Locating the crane outside the site perimeter fence to prevent any interference with material laydown areas

Explanation: Tower crane positioning in AVOR requires balancing load-moment capacities across the site footprint, ensuring heavy components (e.g., precast stairs, formwork bundles) can be safely lifted at the required working radius, and respecting Swiss property boundaries (Kranüberfahrtsrecht per ZGB). Positioning must also account for foundation subsoil bearing capacity and efficient supply logistics from the delivery unloading zone.

2An excavation is to be battered (abgeböscht) instead of propped. Under the current Swiss Bauarbeitenverordnung (BauAV, in force since 1 January 2022), above which batter steepness must a safety verification (Sicherheitsnachweis) by a qualified engineer or geotechnician be obtained before the slope is cut?

A.Steeper than 1:1 (vertical : horizontal) in loose, free-running material (rolliges Material), or steeper than 2:1 in good or moderately consolidated but still stable material

B.Steeper than 1:3 in every soil type, because the ordinance sets one uniform batter for all ground conditions

C.Only when the excavation wall is cut fully vertical at 90 degrees; every inclined batter is exempt

D.Never for battered excavations — the ordinance requires a Sicherheitsnachweis only for propped (verspriesste) excavations

Explanation: BauAV Art. 76 para. 1 lit. b requires an engineer's or geotechnician's Sicherheitsnachweis once the ratio between vertical and horizontal is steeper than 2:1 in good or moderately consolidated but still stable material, or steeper than 1:1 in rolliges Material (1:1 corresponds to 45°, 2:1 to roughly 63°). The same article also triggers the verification whenever the batter is more than 4 m high, will be surcharged by vehicles, plant or spoil heaps, or where slope water enters or the toe sits in groundwater. Note that this is a verification threshold, not a licence to cut any flatter slope without judgement: Art. 75 still requires the batter to match the actual stability of the ground.

3In construction project scheduling (Bauprogrammierung), what defines the 'Critical Path' (Kritischer Pfad) in a CPM network schedule?

A.The sequence of activities with the highest direct labor cost and equipment investment

B.The shortest path of activities representing the minimal statutory safety inspections required by Suva

C.The longest continuous sequence of dependent activities from project start to finish, where each activity has zero total float (Gesamtpuffer = 0)

D.The collection of procurement milestones that can be postponed indefinitely without affecting sub-contractor billings

Explanation: In network scheduling (CPM / Netzplantechnik), the critical path is the longest path of dependent activities through the project network. Any delay to an activity on this path directly delays the overall project completion date because these activities possess zero total float (keine Pufferzeit).

4A Baupolier needs to calculate the fresh concrete lateral pressure (Frischbetondruck) against a vertical wall formwork according to DIN 18218 / SIA standards. Which parameter has the greatest influence on increasing the maximum lateral pressure exerted on the formwork ties (Schalungsanker)?

A.Using low-slump, dry concrete (F1/F2 consistency) placed on a warm summer afternoon

B.Increasing the thickness of the plywood formwork face sheet from 18 mm to 21 mm

C.Applying an organic release agent (Schalöl) uniformly across the formwork panels prior to closing

D.A high vertical rate of concrete placement (Steiggeschwindigkeit v in m/h) combined with slow setting concrete in cold weather

Explanation: Lateral fresh concrete pressure on formwork increases with higher rate of rise (Steiggeschwindigkeit in m/h), higher concrete density, and delayed setting time (retarded concrete or cold temperatures). Rapid filling means the concrete behaves hydrostatically over a greater vertical height before internal shear friction and setting develop.

5A construction excavation requires removing 1,200 m³ of solid, in-situ dense gravel (gewachsenes Material). The bulking factor (Auflockerungsfaktor) is 1.25. If standard 4-axle dump trucks with a legal payload volume of 12.5 m³ loose material (Lademass) are used for transport, how many truckloads are required?

A.120 truckloads

B.96 truckloads

C.150 truckloads

D.80 truckloads

Explanation: Loose volume = solid volume × bulking factor = 1,200 m³ × 1.25 = 1,500 m³ loose material. Number of truck trips = 1,500 m³ / 12.5 m³ per trip = 120 truckloads.

6Under SN EN 12811 and Swiss scaffolding regulations, which scaffold load class (Lastklasse) is the minimum requirement for heavy masonry work involving the temporary storage of pallets of clay bricks or sand-lime blocks on the scaffold platform?

A.Load Class 1 (0.75 kN/m²)

B.Load Class 4 (3.0 kN/m² evenly distributed load)

C.Load Class 2 (1.50 kN/m²)

D.Load Class 3 (2.00 kN/m²)

Explanation: SN EN 12811-1 defines the scaffolding load classes. Classes 1 to 3 (0.75, 1.50 and 2.00 kN/m²) cover access, inspection and work without significant material storage. Classes 4 to 6 (3.00, 4.50 and 6.00 kN/m²) are the classes intended for work with material storage, so Class 4 is the minimum for masonry work with palletised brick or block storage; heavier pallet loads push the requirement up to Class 5 or 6.

7During work preparation (AVOR) for cycle planning (Taktplanung) of a standard concrete slab floor in a multi-story residential building, what is the primary objective of synchronizing the work cycles (Taktabstimmung)?

A.Ensuring that all trades arrive on site on the exact same day of the month regardless of structural readiness

B.Eliminating the need for slab reshoring (Nachspriessung) by waiting 28 full days before forming the next level

C.Balancing the workload and crew sizes of formwork carpenters, steel fixers, and concreters so that work flows continuously from zone to zone without idle waiting time

D.Maximizing the total quantity of rented formwork panels sitting idle in the storage laydown area

Explanation: Taktplanung in Swiss construction AVOR harmonizes cycle times across specialized teams (Schalen, Bewehren, Betonieren, Ausschalfristen). By establishing equal takt times across defined building sectors, productivity is maximized, formwork rotation is optimized, and bottleneck delays are eliminated.

8When setting up temporary electrical power on a Swiss construction site (Baustromverteiler per NIN / SNR 462638 / ESTI), what type of Residual Current Device (RCD / FI-Schutzschalter) is mandatory for all socket outlets up to 32 A supplying portable hand tools?

A.Type AC with a rated residual operating current I_Δn = 300 mA

B.Type B with a rated residual operating current I_Δn = 500 mA

C.No RCD protection is required if the site has a solid copper grounding rod

D.Type A (or Type B for frequency inverter equipment) with a rated residual operating current I_Δn ≤ 30 mA

Explanation: Under Swiss electrotechnical regulations (NIN / SNR 462638 for construction sites), all standard socket outlets up to 32 A must be protected by an RCD with a rated residual trip current of maximum 30 mA (I_Δn ≤ 30 mA) to provide personal electric shock protection. Frequency-controlled equipment requires Type B/B+ RCDs.

9In the context of Swiss site logistics, what is a 'Just-in-Time' (JIT) material delivery strategy most critical for?

A.Constrained inner-city construction sites with minimal or zero intermediate storage laydown areas

B.Large rural infrastructure sites with unlimited flat storage fields

C.Precast concrete elements that require 60 days of site air-curing before installation

D.Bulk aggregate stockpiles that can be dumped anywhere without quality degradation

Explanation: JIT delivery is essential on cramped urban building plots (Innenstadtbaustellen) where storage space is severely restricted. Materials (e.g., cut-and-bent rebar, large formwork panels, brick packs) must be delivered directly from the supplier's truck to the crane hook for immediate installation into the structure.

10When inspecting slab formwork shoring props (Baustützen per SN EN 1065), what is the primary danger if the props are erected with an out-of-plumb inclination exceeding allowable tolerances (Schiefstellung)?

A.An increase in the curing speed of the freshly poured concrete slab directly above the prop

B.A drastic reduction in the prop's axial load-bearing capacity due to secondary bending moments, leading to sudden buckling failure (Knickgefahr)

C.Excessive corrosion of the galvanized steel threads within the height adjustment sleeve

D.Automatic invalidation of the building's permanent structural fire rating

Explanation: Formwork props (Teleskopstützen) are engineered to carry purely axial compressive forces. Even slight out-of-plumb deviations induce eccentric loading and significant bending moments, drastically lowering the buckling resistance (Knicklast) and creating immediate collapse hazard during concreting.

About the Baupolier/in BP Exam

The Swiss Federal Professional Examination (Berufsprüfung) for Baupolier/in certifies senior construction site supervisors in the Swiss main construction industry (Bauhauptgewerbe) and leads to the protected title Baupolier/in mit eidgenössischem Fachausweis. It is run by the Schweizerischer Baumeisterverband (SBV) together with Infra Suisse, the SVBS, Baukader Schweiz, Unia and Syna under SBFI oversight, on the Prüfungsordnung of 20 June 2023 in force since 1 June 2023. The examination is competence-oriented and covers six competence areas: leading personnel, work preparation (AVOR), communication with external parties and within the team, operational management and control of construction objects, managing and securing site data and records, and developing work processes and competencies. This site's practice questions are an English-language multiple-choice study adaptation of that scope; the official examination is held in German, French and Italian and is not a multiple-choice test.

Assessment

Five parts, 765 minutes in total. Prüfungsteil 1 «Grundlagen der Planung, Führung und Kommunikation auf der Baustelle»: written, 60 min, weighting 1. Prüfungsteil 2 «Planen und Dokumentieren von Bauprojekten»: written, 390 min, weighting 3. Prüfungsteil 3 «Anspruchsvolle Situationen auf der Baustelle meistern und Arbeitstechnik anwenden»: written, 120 min, weighting 2 (Postkorb 60 min + kleine Fallbeschreibungen 60 min). Prüfungsteil 4 «Personal führen, kommunizieren und Kompetenzen als Baupolier/in weiterentwickeln»: oral, 105 min, weighting 2 (Methodenmix 60 min + Simulation Führungsgespräch 45 min incl. 15 min preparation). Prüfungsteil 5 «Operative Führung und Datenbewirtschaftung»: practical, 90 min, weighting 2. Held over several days each January.

Time Limit

765 minutes in total: 570 minutes written (Parts 1-3), 105 minutes oral (Part 4), 90 minutes practical (Part 5)

Passing Score

Overall weighted grade and every examination part at least 4.0 on the Swiss 1.0–6.0 scale

Exam Fee

CHF 1,800 first attempt / CHF 900 repeat (SBV); certificate, register-entry and any materials fees are billed separately (Schweizerischer Baumeisterverband (SBV), Geschäftsstelle Prüfungen HBB, Weinbergstrasse 49, Zürich, under SBFI supervision)

Baupolier/in BP Exam Content Outline

10%

Prüfungsteil 1 — Grundlagen der Planung, Führung und Kommunikation auf der Baustelle (written, 60 min)

Fragenmix on the underlying subject knowledge across competence areas B (work preparation / AVOR), C (communication with external parties and within the team), D (operational management and control of construction objects) and E (managing and securing site data and records).

30%

Prüfungsteil 2 — Planen und Dokumentieren von Bauprojekten (written, 390 min)

Guided case study covering competence area B (AVOR), D1 (implementing quality, environmental and safety requirements on site) and E (site data and records): planning a construction project and documenting it across a series of linked sub-tasks.

20%

Prüfungsteil 3 — Anspruchsvolle Situationen meistern und Arbeitstechnik anwenden (written, 120 min)

3.1 Postkorb in-tray exercise on prioritising and planning a working day (areas B8 and F) and 3.2 short case descriptions requiring analysis and next steps in areas B and D, each contributing half of the part grade.

20%

Prüfungsteil 4 — Personal führen, kommunizieren und Kompetenzen weiterentwickeln (oral, 105 min)

4.1 Methodenmix of critical incidents, mini cases and action simulations across areas A (leading personnel), D and F, and 4.2 a simulated leadership conversation with reflection in area C, each contributing half of the part grade.

20%

Prüfungsteil 5 — Operative Führung und Datenbewirtschaftung (practical, 90 min)

Two practical tasks executed independently under real conditions, one in area D (operational management and control, focus D4-D7) and one in area E (site surveying and setting out with digital tools, updating data in digital models). Both the work result and the way it is carried out are assessed.

How to Pass the Baupolier/in BP Exam

What You Need to Know

Passing score: Overall weighted grade and every examination part at least 4.0 on the Swiss 1.0–6.0 scale
Assessment: Five parts, 765 minutes in total. Prüfungsteil 1 «Grundlagen der Planung, Führung und Kommunikation auf der Baustelle»: written, 60 min, weighting 1. Prüfungsteil 2 «Planen und Dokumentieren von Bauprojekten»: written, 390 min, weighting 3. Prüfungsteil 3 «Anspruchsvolle Situationen auf der Baustelle meistern und Arbeitstechnik anwenden»: written, 120 min, weighting 2 (Postkorb 60 min + kleine Fallbeschreibungen 60 min). Prüfungsteil 4 «Personal führen, kommunizieren und Kompetenzen als Baupolier/in weiterentwickeln»: oral, 105 min, weighting 2 (Methodenmix 60 min + Simulation Führungsgespräch 45 min incl. 15 min preparation). Prüfungsteil 5 «Operative Führung und Datenbewirtschaftung»: practical, 90 min, weighting 2. Held over several days each January.
Time limit: 765 minutes in total: 570 minutes written (Parts 1-3), 105 minutes oral (Part 4), 90 minutes practical (Part 5)
Exam fee: CHF 1,800 first attempt / CHF 900 repeat (SBV); certificate, register-entry and any materials fees are billed separately

Keys to Passing

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Baupolier/in BP Study Tips from Top Performers

1Learn the BauAV thresholds exactly, and do not mix them with German or Austrian figures: Seitenschutz above a fall height of more than 2 m (Art. 23), guardrail at least 100 cm with gaps no greater than 47 cm (Art. 22), securing of unpropped excavations deeper than 1.5 m (Art. 68), and edges kept clear by 50 cm when propped or retained and 1 m when battered (Art. 71).

2Master concrete execution under SIA 262 and SN EN 206: exposure classes, nominal cover as c_min plus the execution allowance, curing, and Weisse Wanne joint sealing under SIA 272.

3Understand SIA 118 contract administration: joint measurement of work about to be covered up (Art. 141 ff.), the daily reporting duty (Art. 47), the two-year Garantiefrist (Art. 172) alongside the five-year Verjährungsfrist (Art. 180), and the 60-day notice period for hidden defects introduced for 2026.

4Apply the LMV 2026-2031: 2,112 annual hours averaging 40.5 per week, the distinction between Überstunden and Überzeit with the 50-hour statutory week and 140-hour annual Überzeit cap for site crews, and bad-weather compensation under the AVIG.

5Practise the parts this bank cannot simulate. Parts 2 to 5 are worth 90% of the grade and are assessed as a written case study, an in-tray exercise, an oral leadership conversation and two practical tasks — work through the official Musteraufgaben and rehearse the oral and practical formats.

Frequently Asked Questions

Is the official Swiss BP Baupolier examination multiple choice?

No. The official federal examination has five parts: a 60-minute written Fragenmix that mixes closed and open questions, a 390-minute guided case study, a 120-minute in-tray and short-case paper, a 105-minute oral part and a 90-minute practical part. This question bank is an English-language MCQ study adaptation of the underlying competencies, not a simulation of that format.

Which languages are official for the Baupolier examination?

The examination is run in German, French and Italian, and candidates state their examination language at registration. It is not offered in English, so this bank is an English-language study aid rather than an official translation.

How many candidates pass?

At the January 2026 sitting, 141 of 191 candidates obtained the federal certificate — a pass rate of 74% (SBV).

What is the fee for the examination and are federal subsidies available?

The examination fee is CHF 1,800 for the first sitting and CHF 900 for a repeat. Swiss federal subject financing (Subjektfinanzierung) reimburses up to 50% of preparatory course costs (up to CHF 9,500 for Berufsprüfungen) directly to candidates.