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24+ Free HFP Bauführer Practice Questions

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2026 Statistics

Key Facts: HFP Bauführer Exam

570 min

Official assessment time

Official examination regulation

2:1:2:1

Part weights

Official examination regulation

Grade 4.0

Minimum overall and each part

Official examination regulation

CHF 3,000

Published first-attempt fee

Bauberufe official schedule

Four parts, 570 minutes, weights 2:1:2:1, and a minimum grade of 4.0 both overall and in every part. The practice questions review underlying decisions and calculations in English MCQ form only.

Sample HFP Bauführer Practice Questions

Try these sample questions to test your HFP Bauführer exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 24+ question experience with AI tutoring.

1A planned lift places a 3.0-tonne load at a 53-metre working radius. Ignoring rigging weight and dynamic effects only for this preliminary calculation, what load moment must the crane be able to exceed before the team checks the manufacturer's load chart and lift conditions?
A.56 tonne-metres
B.159 tonne-metres
C.168 tonne-metres
D.1,590 tonne-metres
Explanation: The preliminary load moment is load multiplied by radius: 3.0 t × 53 m = 159 tonne-metres. This arithmetic is only an initial screen; crane selection still requires the manufacturer's load chart and allowance for rigging, configuration, wind, ground support and dynamic effects.
2A programme has activities A (3 days), then parallel B (5 days) and C (4 days), followed by E (3 days), which may start only after both B and C finish. What is C's total float if no other constraints apply?
A.0 days
B.2 days
C.1 day
D.4 days
Explanation: The A-B-E path lasts 11 days, while A-C-E lasts 10 days. C can therefore slip by one day without delaying E or the project finish, so its total float is one day.
3Which site-layout decision best controls the interface between delivery vehicles, pedestrians and lifting operations on a constrained urban project?
A.Use one shared route and rely on eye contact
B.Store deliveries wherever space is temporarily free
C.Let each subcontractor choose an access route
D.Define separated routes, controlled crossing points, delivery slots and lifting exclusion zones
Explanation: A coordinated logistics plan separates incompatible movements and defines controlled interfaces. Routes, crossing points, timed deliveries and exclusion zones should be communicated and updated as the site changes.
4A straight concrete wall is 18.0 m long, 0.30 m thick and 2.80 m high. Ignoring openings and waste, what concrete volume should be used for the order check?
A.15.12 m³
B.10.80 m³
C.18.90 m³
D.151.20 m³
Explanation: Volume equals length × thickness × height: 18.0 × 0.30 × 2.80 = 15.12 m³. Waste, pump residue and project-specific ordering allowances would be considered separately.
5An activity has an earliest start on day 12, a duration of 6 days and a latest finish on day 21. Using finish-minus-start scheduling conventions consistently, what is its total float?
A.2 days
B.9 days
C.3 days
D.15 days
Explanation: The earliest finish is day 18. Total float is latest finish minus earliest finish: 21 − 18 = 3 days.
6An excavator achieves an average verified production of 12 m³ per operating hour. What planned output corresponds to an eight-hour operating shift before adding any contingency?
A.84 m³
B.96 m³
C.104 m³
D.120 m³
Explanation: Planned output is production rate × operating time: 12 m³/h × 8 h = 96 m³. If the eight-hour shift includes non-operating time, the planner should instead use the expected operating hours.
7Before ordering concrete for an external structural element exposed to weather and de-icing salts, what is the sound basis for confirming the concrete specification?
A.Use the strength class from the contractor's previous project
B.Select the lowest-price mix with the required slump
C.Ask the supplier to choose after the truck arrives
D.Confirm the designer's project specification, exposure actions, service conditions and execution requirements
Explanation: Concrete durability and execution requirements are project-specific. The Bauführer should verify the approved plans and specification, exposure conditions and execution requirements before ordering, and resolve inconsistencies with the responsible designer.
8The contractor wants to remove and reinstall props earlier than shown in the approved temporary-works sequence to release equipment for another floor. What should the Bauführer do first?
A.Obtain a competent engineering check and approved revised sequence before changing the propping
B.Proceed if the concrete surface appears hard
C.Use cube strength alone without checking load redistribution
D.Transfer the decision informally to the formwork crew
Explanation: Changing a propping or reshoring sequence changes load paths and construction-stage actions. The revised sequence requires a competent check against the actual structure, concrete maturity, imposed loads and temporary-works design before work proceeds.
9A fresh-concrete consistency result is outside the project's acceptance range. What is the best immediate site-management response?
A.Add water until the result appears acceptable
B.Place the concrete and omit the result from the record
C.Hold the load, verify the test and delivery data, and obtain an authorized disposition before placement
D.Reject every later load from the same plant automatically
Explanation: The nonconforming load should be controlled, the measurement and delivery information checked, and the project-defined decision process followed. Unauthorized water addition or undocumented placement destroys traceability and may change concrete properties.
10Which record set gives the strongest traceability for concrete strength specimens taken during a pour?
A.Specimen strength values without location or delivery references
B.Unique specimen IDs linked to sampling time, element/location, delivery ticket, curing and test result
C.A photograph of the pump without specimen labels
D.A monthly average that replaces the individual results
Explanation: Traceability requires an unbroken link from each specimen to the represented concrete and the conditions of sampling, curing and testing. That allows a result to be interpreted and any nonconformance to be investigated.

About the HFP Bauführer Exam

This federal higher professional examination certifies construction managers on the contractor side of the Swiss main construction industry. The official assessment is available in German, French and Italian and uses written cases, action simulations, oral reflection and critical situations. This is an English-language MCQ study adaptation; it is not an official translation, format simulation, or substitute for practising the official written and oral performance tasks.

Assessment

Part 1: written guided practical case A, 180 minutes, weight 2. Part 2: written guided practical case B, 120 minutes, weight 1. Part 3: written short cases/action simulations C-D-E, 180 minutes, weight 2. Part 4: oral reflection and critical situations C-D-F, 90 minutes, weight 1.

Time Limit

570 minutes total (480 minutes written and 90 minutes oral)

Passing Score

At least 4.0 overall and at least 4.0 in each of the four examination parts

Exam Fee

CHF 3,000 first attempt; CHF 2,000 repeat attempt on the published 2027 schedule (Schweizerischer Baumeisterverband and Infra Suisse under SBFI supervision)

HFP Bauführer Exam Content Outline

2/6

Koordinieren in Bauprojekten

Work preparation, execution coordination and project resources through a written practical case.

1/6

Kontrollieren und Dokumentieren

Control, evidence, performance and documentation through a written practical case.

2/6

Zusammenarbeit, Personal and Management

Written short cases across stakeholder work, personnel leadership and acquisition/management.

1/6

Reflection and Critical Situations

Oral assessment across collaboration, personnel leadership and the professional interface role.

How to Pass the HFP Bauführer Exam

What You Need to Know

  • Passing score: At least 4.0 overall and at least 4.0 in each of the four examination parts
  • Assessment: Part 1: written guided practical case A, 180 minutes, weight 2. Part 2: written guided practical case B, 120 minutes, weight 1. Part 3: written short cases/action simulations C-D-E, 180 minutes, weight 2. Part 4: oral reflection and critical situations C-D-F, 90 minutes, weight 1.
  • Time limit: 570 minutes total (480 minutes written and 90 minutes oral)
  • Exam fee: CHF 3,000 first attempt; CHF 2,000 repeat attempt on the published 2027 schedule

Keys to Passing

  • Work through all 24 available questions
  • Review every answer and explanation
  • Track weak areas and revisit them
  • Use our AI tutor for tough concepts

HFP Bauführer Study Tips from Top Performers

1Practise full written case analysis under the official time limits, not only MCQs.
2Use the qualification profile to connect each decision to competence areas A-F.
3For calculations, state assumptions, units and the contractual measurement or surcharge basis.
4Rehearse concise oral reflection on safety, personnel and stakeholder situations.

Frequently Asked Questions

Is the official HFP Bauführer exam multiple choice?

No. It consists of three written case/simulation parts and one oral part. This bank is an English MCQ study adaptation, not a format simulation.

Which languages are official?

The examination regulation confirms German, French and Italian.

How long is the official assessment?

The four parts total 570 minutes: 180, 120, 180 and 90 minutes.

What is required to pass?

The overall grade and every examination-part grade must each be at least 4.0 on the Swiss 1.0-6.0 scale.

Who sponsors the examination?

The sponsoring body comprises the Schweizerischer Baumeisterverband and Infra Suisse, with federal supervision by SBFI.

Why is this bank in English?

It offers one English study resource while preserving official German terms. It is not an official translation and cannot replace practice in the candidate's chosen official examination language.