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2026 Statistics

Key Facts: Grade-1 Constructor Exam

4 Subjects

National examination papers: Economics, Management, Regulations, and Practice

MOHURD / MOHRSS Grade-1 Constructor Blueprint

60%

Fixed pass mark as a share of each paper's full mark since 2022 (60, 78, 78, 96)

MOHRSS notice on fixed pass standards for 33 professional qualification exams

2 Years

Rolling validity cycle to pass all 4 subjects for all-subject candidates

CPTA Grade-1 Constructor Examination Regulations

12 Hours

Total examination duration across 4 sessions over two consecutive days

CPTA 2026 Examination Timetable

10 Specialties

Engineering practice specialty disciplines available for candidate selection

MOHURD Professional Engineering Practice Regulations

RMB 4M / 2M / 1M

Mandatory public tendering thresholds for works, goods, and consulting

NDRC Order No. 16 Mandatory Tendering Scope and Thresholds

5 Years / Life

Statutory warranty: 5 years for waterproofing, full design life for main structure

PRC Construction Quality Management Regulations (State Council Order 279)

The Grade-1 Constructor Qualification Examination is a four-subject national credential for construction project managers with a two-year rolling window. It tests economics, management, regulations, and specialty practice, including subjective case work in the specialty paper. The 100 questions here are an English-language MCQ study adaptation, not a simulation of that paper.

Sample Grade-1 Constructor Practice Questions

Try these sample questions to test your Grade-1 Constructor exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1An engineering contractor invests RMB 2,000,000 in a specialized construction equipment leasing venture at an annual compound interest rate of 6%. What is the future value of this investment at the end of Year 3?
A.RMB 2,382,032
B.RMB 2,360,000
C.RMB 2,247,200
D.RMB 2,400,000
Explanation: Under standard engineering economics and the time value of money formula, Future Value $F = P(1 + i)^n$. Here, Principal $P = \text{RMB } 2,000,000$, annual interest rate $i = 6\% = 0.06$, and duration $n = 3$ years. Calculating gives $F = 2,000,000 \times (1 + 0.06)^3 = 2,000,000 \times 1.191016 = \text{RMB } 2,382,032$.
2A construction enterprise obtains a bank loan with a nominal annual interest rate ($r$) of 8%, compounded quarterly. What is the effective annual interest rate ($i_{\text{eff}}$)?
A.8.00%
B.8.24%
C.8.16%
D.8.32%
Explanation: The relationship between nominal annual interest rate ($r$) and effective annual interest rate ($i_{\text{eff}}$) with compounding frequency $m$ times per year is given by $i_{\text{eff}} = (1 + \frac{r}{m})^m - 1$. With $r = 8\% = 0.08$ and quarterly compounding ($m = 4$), the period rate is $r/m = 2\% = 0.02$. Thus, $i_{\text{eff}} = (1 + 0.02)^4 - 1 = 1.082432 - 1 = 8.2432\% \approx 8.24\%$.
3In engineering economic analysis, what is the standard graphical convention for drawing a cash flow diagram (现金流量图)?
A.Upward vertical arrows represent cash outflows (expenditures) and downward vertical arrows represent cash inflows (revenues)
B.The length of the arrow represents the interest rate, and the direction indicates the compounding frequency
C.The horizontal time axis represents the timeline with period ticks; upward vertical arrows represent cash inflows and downward vertical arrows represent cash outflows
D.Cash outflows are plotted on the left side of time zero, while cash inflows are plotted on the right side
Explanation: In engineering economics cash flow diagrams: (1) The horizontal axis represents the timeline where ticks mark the end of each period (and the start of the next); (2) The origin ($t = 0$) represents the starting point; (3) Upward vertical arrows represent cash inflows (positive cash flow / revenues); (4) Downward vertical arrows represent cash outflows (negative cash flow / disbursements); (5) Arrow lengths are generally proportional to the magnitude of the cash flow.
4A construction project has an initial total capital investment of RMB 10,000,000 at Year 0. The project generates net cash inflows of RMB 2,500,000 per year from Year 1 through Year 6. What is the static payback period ($P_t$) of the project?
A.3.5 years
B.4.8 years
C.5.0 years
D.4.0 years
Explanation: When annual net cash inflows are constant, the static payback period $P_t = \frac{\text{Total Initial Investment } I}{\text{Annual Net Cash Inflow } A} = \frac{10,000,000}{2,500,000} = 4.0 \text{ years}$. This measures the time required for undiscounted cumulative net cash flows to equal zero.
5A construction enterprise borrows RMB 10,000,000 at an annual interest rate of 6% to finance new prefabrication plant equipment. The loan is to be repaid in equal annual installments ($A$) over 5 years starting at the end of Year 1. What is the required annual payment amount?
A.RMB 2,373,964
B.RMB 2,000,000
C.RMB 2,600,000
D.RMB 2,120,000
Explanation: Under the capital recovery formula: $A = P \left[ \frac{i(1+i)^n}{(1+i)^n - 1} \right] = P \cdot (A/P, i, n)$. Given $P = 10,000,000$, $i = 0.06$, $n = 5$: $(1.06)^5 = 1.3382256$. The capital recovery factor is $\frac{0.06 \times 1.3382256}{1.3382256 - 1} = \frac{0.0802935}{0.3382256} \approx 0.2373964$. Multiplying by RMB 10,000,000 gives an annual installment of RMB 2,373,964.
6When evaluating the economic feasibility of an engineering investment project using Financial Net Present Value (FNPV), which decision rule is correct under Chinese engineering economic guidelines?
A.If $\text{FNPV} = 0$, the project is making zero profit and should be unconditionally rejected
B.If $\text{FNPV} \ge 0$ at the benchmark discount rate ($i_c$), the project is financially acceptable as it achieves or exceeds the required rate of return
C.If $\text{FNPV} > 0$, the project's Internal Rate of Return (FIRR) must be lower than the benchmark discount rate ($i_c$)
D.FNPV directly measures the absolute investment efficiency per unit of capital rather than net wealth created
Explanation: Financial Net Present Value (FNPV / 财务净现值) discounts all net cash flows over the project lifecycle back to Year 0 using the benchmark yield rate ($i_c$). If $\text{FNPV} \ge 0$, it indicates that the project earns at least the required benchmark return ($i_c$) plus additional surplus present value, making it financially acceptable.
7Which of the following statements regarding the Financial Internal Rate of Return (FIRR / 财务内部收益率) of a construction project is accurate?
A.FIRR is heavily dependent on external capital market interest rates and changes whenever the benchmark rate ($i_c$) is adjusted
B.FIRR can be used to rank mutually exclusive projects of widely different investment scales without risk of distortion
C.FIRR is the discount rate at which the cumulative present value of cash inflows equals the cumulative present value of cash outflows (i.e. $\text{FNPV} = 0$)
D.If $\text{FIRR} < i_c$, the project is financially acceptable because borrowing costs exceed project returns
Explanation: The Financial Internal Rate of Return (FIRR) is the unique discount rate at which the project's Financial Net Present Value equals zero: $\sum_{t=0}^n (CI - CO)_t (1 + \text{FIRR})^{-t} = 0$. It reflects the inherent earning capability of the project's invested capital and is determined solely by the project's cash flow sequence.
8Why is the dynamic payback period ($P'_t$) always longer than the static payback period ($P_t$) for the same engineering project when the discount rate $i_c > 0$?
A.Because dynamic payback includes corporate income tax whereas static payback ignores all taxation
B.Because static payback period incorporates inflation while dynamic payback uses constant base-year prices
C.Because the dynamic payback period counts loan interest payments twice
D.Because discounting future cash inflows reduces their present value, requiring more operating periods to recover the initial investment
Explanation: The static payback period calculates capital recovery using undiscounted nominal cash flows ($CI - CO$). The dynamic payback period uses discounted cash flows ($(CI - CO)_t (1+i_c)^{-t}$). Since $(1+i_c)^{-t} < 1$ for all $i_c > 0$ and $t > 0$, the present value of future annual cash inflows is strictly smaller than nominal inflows, thus requiring a longer operational timeframe ($P'_t > P_t$) to offset the initial investment.
9A prefabricated concrete component factory has annual fixed costs ($CF$) of RMB 12,000,000. The unit selling price ($P$) per cubic meter of component is RMB 1,500, unit variable cost ($C_u$) is RMB 800, and unit sales taxes and surcharges ($T_u$) are RMB 100. What is the breakeven annual production volume ($BEP(Q)$)?
A.20,000 m³
B.15,000 m³
C.17,143 m³
D.24,000 m³
Explanation: The linear breakeven production volume is calculated using: $BEP(Q) = \frac{CF}{P - C_u - T_u}$. Substituting the values: $CF = \text{RMB } 12,000,000$, $P = \text{RMB } 1,500/\text{m}^3$, $C_u = \text{RMB } 800/\text{m}^3$, and $T_u = \text{RMB } 100/\text{m}^3$. $BEP(Q) = \frac{12,000,000}{1,500 - 800 - 100} = \frac{12,000,000}{600} = 20,000 \text{ m}^3$.
10If the designed annual production capacity of the prefabricated component plant in the previous question is 30,000 m³ and its breakeven output is 20,000 m³, what is the Breakeven Capacity Utilization Rate ($BEP(\%)$), and how does this indicator assess project operational risk?
A.66.67%; a higher $BEP(\%)$ is always desirable because it proves plant equipment is heavily utilized
B.66.67%; a lower $BEP(\%)$ indicates stronger risk resistance and greater resilience against sales drops
C.50.00%; the plant requires half of its maximum output to begin generating taxable profits
D.33.33%; the safety margin of the plant is narrow, indicating extremely high commercial vulnerability
Explanation: The Breakeven Capacity Utilization Rate is $BEP(\%) = \frac{BEP(Q)}{Q_d} \times 100\% = \frac{20,000}{30,000} \times 100\% = 66.67\%$. In engineering economics, $BEP(\%)$ reflects operational risk. The lower the breakeven capacity utilization rate, the wider the margin of safety, meaning the project can tolerate greater drops in production volume or market demand before incurring losses.

About the Grade-1 Constructor Exam

The Grade-1 Constructor Qualification Examination (一级建造师职业资格考试) is China's national qualification for construction project management, jointly administered by MOHRSS and MOHURD. It covers construction economics, project management, regulations, and specialty engineering management and practice. This bank is an English-language MCQ study adaptation, not an official translation or format simulation and not a substitute for the specialty paper's subjective case work.

Assessment

Four subjects: Construction Engineering Economics (建设工程经济, 100 pts, 2.0 h); Construction Project Management (建设工程项目管理, 130 pts, 3.0 h); Construction Laws, Regulations & Legal Knowledge (建设工程法规及相关知识, 130 pts, 3.0 h); and Professional Engineering Management & Practice (专业工程管理与实务, 160 pts, 4.0 h across 10 engineering specialty disciplines).

Time Limit

Economics 2.0 hours (100 pts), Project Management 3.0 hours (130 pts), Construction Regulations 3.0 hours (130 pts), Professional Practice 4.0 hours (160 pts); total 12.0 hours across two days

Passing Score

60% of the full mark of each paper (60/100, 78/130, 78/130, 96/160; fixed national standard since 2022)

Exam Fee

Set locally; Shanghai 2026 charges RMB 10 registration, RMB 45 for each objective paper, and RMB 65 for the specialty paper (RMB 210 total) (Ministry of Housing and Urban-Rural Development (MOHURD) & Ministry of Human Resources and Social Security (MOHRSS))

Grade-1 Constructor Exam Content Outline

25%

Construction Engineering Economics (建设工程经济)

Engineering economics principles, cash flow diagrams, time value of money ($F = P(1+i)^n$, $P = F(1+i)^{-n}$, equivalent annuities), nominal vs effective interest rates, Net Present Value (NPV / FNPV), Internal Rate of Return (IRR / FIRR), static and dynamic payback periods, breakeven analysis ($BEP(Q) = CF / (P - Cu - Tu)$), sensitivity analysis, financial statements (balance sheet, income statement, cash flow statement), construction cost composition (direct labor/materials/plant, indirect management fees, measure fees, profit, value-added tax), bill of quantities valuation under GB 50500, comprehensive unit rate breakdown, interim payment valuations, variation pricing, claim cost calculations, and final account settlement.

25%

Construction Project Management (建设工程项目管理)

Project organizational structures (matrix, linear, functional), Work Breakdown Structure (WBS), Organization Breakdown Structure (OBS), Responsibility Assignment Matrix, dynamic project control PDCA cycles, Project Manager statutory responsibilities and authorities under GB/T 50326, Critical Path Method (CPM) network analysis (single-node and double-node diagrams, ES, EF, LS, LF, Total Float $TF = LS - ES$, Free Float $FF = \min(ES_j - EF_i)$), schedule compression and crash cost trade-offs, Earned Value Management (PV, AC, EV, Cost Variance $CV = EV - AC$, Schedule Variance $SV = EV - PV$, Cost Performance Index $CPI = EV / AC$, Schedule Performance Index $SPI = EV / PV$, EAC), quality management systems (GB/T 19000 / ISO 9000, quality control points, quality accidents investigation), safety production management (dual prevention mechanism: risk classification and hazard control, three-level safety education, emergency response plans), and construction contract management (EPC general contracting, DBB model, GF-2017-0201 model contract, FIDIC contract conditions, construction dispute resolution, and 28-day notice procedures for time and cost claims).

25%

Construction Laws, Regulations & Legal Knowledge (建设工程法规及相关知识)

PRC legal framework and civil law principles (Civil Code Part III Contracts, offer, acceptance, invalid contract clauses, breach of contract remedies, agency systems, property rights, tort liability), Construction Law and construction licensing (construction permit thresholds: investment $\ge$ RMB 300,000, floor area $\ge 300\text{ m}^2$, contractor qualification grading, registered practitioner liabilities), Tendering and Bidding Law and its Implementing Regulations (mandatory tendering scope and thresholds under NDRC Order No. 16: construction $\ge$ RMB 4M, goods $\ge$ RMB 2M, consulting $\ge$ RMB 1M; minimum 20-day bid preparation period, statutory bid security cap of 2%, performance bond cap of 10%, quality guarantee deposit cap of 3%, evaluation committee composition: odd number $\ge 5$ with experts $\ge 2/3$, prohibited collusive bidding), subcontracting regulations (prohibitions on transshipment/total subcontracting 转包, illegal subcontracting 违法分包, joint and several liability), statutory warranty periods (structure = design life, waterproofing = 5 years, MEP/heating = 2 cycles, decoration = 2 years), Work Safety Law (2021 revisions, safety officer allocation, safety production expenditure funds), Fire Protection Law, and Migrant Worker Wage Payment Protection Regulations.

25%

Professional Engineering Management & Practice (专业工程管理与实务)

Construction engineering technology (earthwork excavation, slope support, deep foundation pit dewatering and shoring, pile foundation testing, concrete mix proportioning, slump tests, pouring, vibration, curing methods and durations, mass concrete thermal crack control with $\Delta T \le 25^\circ\text{C}$, formwork design and stripping strength criteria, rebar fabrication/mechanical splicing/welding, structural steel erection, high-strength bolt tightening, weld non-destructive testing UT/RT), hazardous engineering safety special schemes (危大工程专项施工方案 / MOHURD Orders No. 37 & 31: deep pits $\ge 5\text{ m}$, high formwork height $\ge 8\text{ m}$, span $\ge 18\text{ m}$, line load $\ge 20\text{ kN/m}$, line load/area load thresholds, hoisting $\ge 300\text{ kN}$, demolition, tunneling requiring expert panel demonstration 专家论证), site safety inspection scoring under JGJ 59 (guarantee items vs general items, scoring thresholds: Excellent $\ge 80$, Qualified $70-79$, Unqualified $< 70$, scaffolding, temporary electricity TN-S three-phase five-wire system & two-stage leakage protection, tower crane safety), and construction quality acceptance standard GB 50300 (hierarchy: Inspection Lot $\to$ Sub-item $\to$ Sub-division $\to$ Unit Project; Main Control Items 100% pass, General Items $\ge 80\%$, non-conformance handling and acceptance).

How to Pass the Grade-1 Constructor Exam

What You Need to Know

  • Passing score: 60% of the full mark of each paper (60/100, 78/130, 78/130, 96/160; fixed national standard since 2022)
  • Assessment: Four subjects: Construction Engineering Economics (建设工程经济, 100 pts, 2.0 h); Construction Project Management (建设工程项目管理, 130 pts, 3.0 h); Construction Laws, Regulations & Legal Knowledge (建设工程法规及相关知识, 130 pts, 3.0 h); and Professional Engineering Management & Practice (专业工程管理与实务, 160 pts, 4.0 h across 10 engineering specialty disciplines).
  • Time limit: Economics 2.0 hours (100 pts), Project Management 3.0 hours (130 pts), Construction Regulations 3.0 hours (130 pts), Professional Practice 4.0 hours (160 pts); total 12.0 hours across two days
  • Exam fee: Set locally; Shanghai 2026 charges RMB 10 registration, RMB 45 for each objective paper, and RMB 65 for the specialty paper (RMB 210 total)

Keys to Passing

  • Work through all 100 available questions
  • Review every answer and explanation
  • Track weak areas and revisit them
  • Use our AI tutor for tough concepts

Grade-1 Constructor Study Tips from Top Performers

1Master Engineering Economics Formulas: Practice cash flow calculations, compound interest $F = P(1+i)^n$, effective annual rate $i_{eff} = (1 + r/m)^m - 1$, Net Present Value (NPV), Internal Rate of Return (IRR), breakeven quantity $BEP(Q) = CF / (P - Cu - Tu)$, and GB 50500 comprehensive unit price adjustments.
2Drill CPM Scheduling Network Logic: Practice forward and backward pass calculations to determine Early Start (ES), Early Finish (EF), Late Start (LS), Late Finish (LF), Total Float ($TF = LS - ES$), and Free Float ($FF = \\min(ES_j - EF_i)$). Understand how non-critical path delays impact subsequent tasks versus total project duration.
3Understand Earned Value Management (EVM) Metrics: Be fluent in computing Planned Value (PV), Actual Cost (AC), Earned Value (EV), Cost Variance ($CV = EV - AC$), Schedule Variance ($SV = EV - PV$), Cost Performance Index ($CPI = EV / AC$), and Schedule Performance Index ($SPI = EV / PV$) to diagnose project cost/schedule performance.
4Memorize Mandatory Legal Thresholds: Know key statutory numbers cold: NDRC Order 16 tendering thresholds (RMB 4M construction, 2M equipment, 1M consulting), bid preparation time ($\ge 20$ days), bid security cap ($\le 2\%$), performance bond cap ($\le 10\%$), quality guarantee deposit cap ($\le 3\%$), and evaluation committee size ($\ge 5$, odd number, $\ge 2/3$ technical/economic experts).
5Distinguish Transshipment from Illegal Subcontracting: Remember that transferring the entire contract or subcontracting the main structural load-bearing elements is strictly illegal under the PRC Construction Law, resulting in administrative fines, qualification downgrades, and joint and several liability.
6Review Safety Inspection Scoring and Hazardous Works: Memorize JGJ 59 inspection sub-items, guarantee items (which will cause automatic failure if scored zero or if overall score $<70$), and MOHURD Order 37/31 thresholds for deep excavations ($\ge 5\text{ m}$) and high formwork ($\ge 8\text{ m}$ or span $\ge 18\text{ m}$) requiring expert panel demonstration.

Frequently Asked Questions

What is the China Grade-1 Constructor Qualification Examination?

It is the national Grade-1 Constructor professional qualification examination, jointly organized under the MOHURD and MOHRSS framework. Registration is used for construction-project management practice under the applicable project and registration rules.

What is the examination structure, and how does this bank adapt it?

The examination comprises Construction Engineering Economics (100 points, 2 h), Project Management (130, 3 h), Regulations & Legal Knowledge (130, 3 h), and Professional Engineering Management & Practice (160, 4 h across 10 specialties). The official notice reviewed does not explicitly publish selectable assessment-language options, so no official-language code is asserted. This bank is an English-language MCQ study adaptation, not an official translation or format simulation and not a substitute for the specialty case work.

What are the passing scores and rolling validity rules?

Since 2022, MOHRSS has maintained a fixed passing threshold of 60% of the maximum marks for each paper: 60/100 for Economics, 78/130 for Project Management, 78/130 for Construction Regulations, and 96/160 for Professional Practice. Candidates taking all four subjects have a 2-year rolling window to pass all subjects.

What are the mandatory tendering thresholds under NDRC Order No. 16?

Under National Development and Reform Commission (NDRC) Order No. 16, mandatory public tendering applies to qualifying state-funded or public infrastructure projects when: (1) Construction work contract estimation is RMB 4 million or higher; (2) Major equipment or materials procurement is RMB 2 million or higher; (3) Survey, design, supervision, or consulting services reach RMB 1 million or higher.

What are the statutory warranty periods under the Construction Quality Management Regulations?

Under Article 40 of the Regulations on the Quality Management of Construction Works (State Council Order No. 279), minimum statutory warranty periods are: (1) Foundation infrastructure and main structural engineering: the reasonable design working life of the building (typically 50 years for ordinary civil buildings); (2) Roof waterproofing, exterior walls, and rooms/bathrooms with waterproofing requirements: 5 years; (3) Heating and air conditioning systems: 2 heating/cooling cycles; (4) Electrical wiring, water supply/drainage pipes, equipment installation, and decoration works: 2 years.

What criteria trigger mandatory expert panel review for hazardous construction schemes (危大工程)?

Under MOHURD Order No. 37 and Document No. 31, dangerous engineering operations exceeding specified thresholds require a mandatory expert demonstration panel (专家论证会). Triggers include: foundation excavations with depth $\ge 5\text{ m}$; concrete formwork support systems with erection height $\ge 8\text{ m}$, span $\ge 18\text{ m}$, total concentrated line load $\ge 20\text{ kN/m}$, or area load $\ge 15\text{ kN/m}^2$; single crane lifting operations with weight $\ge 300\text{ kN}$; cantilevered scaffolding with height $\ge 20\text{ m}$; and all underground mining/tunneling excavation works.