This package prepares you for the 2nd Class Building Construction Management Engineer (二級建築施工管理技士) second-stage 施工管理法 paper, with practice mapped to the 建築, 躯体, and 仕上げ selections. It combines mechanism-focused revision, original multiple-choice checks, and a descriptive-task rehearsal; the MCQs test supporting knowledge and are not a simulation of the written paper. Confirm your eligibility, chosen 受検種別, current dates, fees, and question format with the 一般財団法人建設業振興基金 試験研修本部 before applying. The MCQ answer key is embedded in each item. Use the explanations to test mechanisms and calculations, then practise the open descriptive task; the sample is supporting knowledge, not a simulation of the live paper.
What the second-stage paper asks you to do
The paper tests whether you can convert drawings, specifications and site conditions into a planned, safe and quality-controlled operation.
The 2nd Class Building Construction Management Engineer route is assessed through a first stage and a second stage, and this guide concentrates on the second-stage 施工管理法 paper. For the building route, the second stage is organised by 受検種別: 建築, 躯体 and 仕上げ. The published format includes four-option mark-sheet knowledge items and descriptive ability items, so preparation must include both recall and the production of a reasoned site answer. The fund publishes a 60% second-stage criterion in its current notice; treat that as a study target and confirm the current-year rule before relying on it.
Choose your 受検種別 carefully. 建築 requires whole-building coordination, 躯体 concentrates on foundations and frame, and 仕上げ concentrates on finishes and their interfaces. Even after choosing one, study the others at interface level, because defects and delays often arise where frame, services, waterproofing and finishes meet. The 20 MCQs below check supporting knowledge only; they are not a reproduction of the descriptive paper and should be followed by the open-task rehearsal in this guide.
A three-pass priority system for revision
Prepare in three passes: mechanisms, application, then timed output.
In the first pass, build causal chains rather than memorising isolated terms. For each topic ask: what decision is being made, what evidence supports it, what happens if it is wrong, and what record proves it was controlled? High-yield areas are method and temporary-works sequencing, critical-path logic, concrete acceptance and curing, edge and excavation safety, and change control. Low-yield activity includes collecting vocabulary without linking it to a decision.
In the second pass, apply the mechanisms to numbers and short written answers: network float, crane load-radius checks, inspection hold points, risk scores and variation records. In the third pass, rehearse the descriptive format under time. A practical week uses three sessions: 45 minutes on a mechanism, 45 minutes on an applied scenario, and 30 minutes updating an error log. This is more useful than rereading a chapter without producing an answer.
Planning methods, temporary works and the critical path
Plan by constraint and dependency, then calculate the controlling path.
Method selection starts with constraints: ground conditions, access, crane radius, noise limits, weather and the interface with occupied neighbours. Temporary works are part of the sequence, not an afterthought. Worked schedule: A takes 3 days; B takes 4 after A; C takes 6 after B; D takes 5 after C; E takes 4 after C; F takes 3 after both D and E; G takes 2 after F. The path A-B-C-D-F-G totals 23 days. The path A-B-C-E-F-G totals 22 days. The critical path is therefore 23 days, and E has one day of total float. If E slips two days, the project finish slips one day because the float is exhausted.
On site, update the schedule from actual starts and finishes, not from a vague percentage complete. For a crane study, compare load weights at the required radius and hook height; nominal capacity alone is not decisive. Sequence temporary works before permanent work and check that the chosen method still fits the access, lifting and inspection plan. If the method changes, revise the method statement, risk assessment and briefing before the crew starts.
Quality and materials: test, hold and verify
Treat test results and material records as acceptance evidence, not decoration.
Fresh-concrete tests support different decisions: slump indicates consistency and workability, air content checks the air-void system, and strength cylinders check hardened concrete. Worked scenario: the specification states slump 18 ± 2.5 cm and air content 4.5 ± 1.5%. A truck arrives with slump 22.0 cm and air content 2.0%. Both readings are outside the stated target. The correct immediate action is to hold the load and investigate batching, transport, sampling and testing before any placing decision. Do not add water to make a number look better, and do not assume later strength cylinders justify placing a nonconforming load.
Curing is a controlled process, especially in cold weather. Keep time-stamped ambient and concrete temperature records, identify the location and protection actions, and retain them with the inspection records. Material acceptance is equally traceable: torn bags or cement without legible batch/date information should be quarantined and verified before use. For repeated pours, a checklist closed by the responsible engineer at defined hold points before concealment is stronger than trade self-inspection alone.
Safety, schedule and site control
Use the hierarchy of control and coordinate every interface.
Scenario: work is about to begin near a sixth-floor slab edge with no guardrail. The first response is to stop the task and establish suitable edge protection before work at the edge proceeds. If harness systems are used, verify anchorage, access and rescue arrangements; a harness is not a substitute for guardrails. For excavation, spoil stockpiled near the trench edge adds surcharge load and increases collapse risk. Keep spoil back from the edge, maintain access and inspect the excavation and support system as conditions change.
Risk scoring shows the logic of controls. If initial likelihood is 3 and severity is 4, a guardrail may reduce likelihood to 1 while severity remains 4. The control reduces the chance of a fall, but the consequence of a fall is still severe, so residual risk must be managed through inspection, exclusion zones and supervision. New subcontractor crews should be stopped until site induction, task briefing and access controls are complete. Site layout should separate pedestrians, crane zones, spoil and deliveries.
Contracts, changes and management evidence
Document decisions so the site, design and commercial records agree.
Scenario: during construction, a site instruction proposes moving a structural opening. The contractor should record the request, hold affected work where necessary, obtain the designer's or owner's written technical approval, and issue the revised information before proceeding. An oral request that is built without documentation creates a hidden change. Progress-payment administration follows the same evidence principle: verify measured quantities, quality acceptance and progress against the contract records before certification; do not treat certification as a unilateral price change.
The construction management engineer coordinates technical supervision but does not silently replace the designer or contract administrator. Confirm current appointment duties and legal requirements with the issuing body and the relevant official text. In practical terms, keep requests for information, drawing revisions, inspection records and agreed variations linked to the same activity. If an urgent safety action is needed, take the safe action first, then document what happened and obtain the required approval as soon as possible.
Common errors that cost marks
Most lost marks come from weak links, not from unknown facts.
Schedule errors include ignoring dependencies, double-counting overlapping activities, and treating float as free time after it has been used. Quality errors include treating slump as a direct strength result, ignoring air content, and accepting material with unknown traceability. Safety errors include relying on personal protective equipment as the first control, stockpiling spoil at an excavation edge, and allowing a new crew to start without induction. Contract errors include acting on an oral change and failing to record the revised scope, time and cost.
In descriptive answers, answer the command word. If asked to explain measures, do not produce a material list. Use short headings, show calculations, state assumptions, and connect each measure to the risk or quality outcome it controls. If asked for a sequence, number the steps and identify hold points. A clear structure earns credit even when the final answer is imperfect.
Integrated practice task and self-check rubric
Use one integrated task to test the whole workflow.
Scenario: a five-storey steel-framed office is being built on a tight urban site during winter. You are preparing the 12-week structural phase. Produce: (a) a one-page method statement for frame and slab work; (b) a ten-activity schedule with at least two paths, the critical path and one activity's float; (c) three quality hold points; (d) three safety controls for edge and lifting work; (e) one labelled construction drawing sketch (施工図) of a key detail, such as a slab edge or a frame-to-slab connection, showing dimensions, levels, materials and a short sequence note; and (f) one change scenario with the documents you would issue. This is representative open-task practice, not a prediction of the live paper.
Self-check rubric, scored 0 to 2 on each of six rows (maximum 12): (1) sequencing and dependencies; (2) calculation accuracy and units; (3) quality evidence and hold points; (4) safety hierarchy and residual risk; (5) documentation and change control; (6) construction drawing: dimensions, annotations, buildability and consistency with the method statement. A total of 10 to 12 is strong, 6 to 9 is partial, and 0 to 5 means revise the mechanisms before attempting another timed answer. As an unscored final check, ask whether a site reader could follow your drawing and instructions without asking what you meant.
A practical eight-week study sequence
An eight-week sequence beats unfocused rereading.
Week 1: diagnostic. Attempt the 20 MCQs, start an error log, and confirm your chosen 受検種別. Week 2: planning and temporary works, including one critical-path calculation. Week 3: quality, concrete testing and material traceability. Week 4: safety, excavation and site coordination. Week 5: contracts, changes and records. Week 6: integrated scenario and rubric. Week 7: timed descriptive answer, then rewrite the weak section. Week 8: revisit error-log items and run a final mixed set.
Keep each week active. Read a short mechanism, apply it to a scenario, and write the decision you would take. For calculations, show the formula, units and assumptions. For descriptive answers, leave time to check that every part of the question has been answered. Stop revising a topic when you can explain the decision, calculate the key number, and name the record that proves control.
References and further reading
Use these references to explore the concepts and check the latest information from the relevant organizations.