Grade-1 Cost Engineer Examination flashcards
Grade-1 Cost Engineer Examination · Build recall with a focused review session.
32 cards. Read the term and the definition here. The deck at the top of this page is optional.
- Earned Value CV
- Cost variance = BCWP − ACWP. A positive value means the project is under budget; a negative value means it is over budget. It measures cost performance at a given point in time.
- Earned Value SV
- Schedule variance = BCWP − BCWS. A positive value indicates the project is ahead of schedule; a negative value indicates it is behind schedule. It is expressed in monetary units.
- Cost Performance Index
- CPI = BCWP / ACWP. A value greater than 1 means cost efficiency is good (under budget); less than 1 means cost overrun. It is a relative measure of cost performance.
- Schedule Performance Index
- SPI = BCWP / BCWS. A value greater than 1 means the project is ahead of schedule; less than 1 means it is behind. It measures schedule efficiency relative to the plan.
- Construction and installation cost
- The cost of labor, materials, machinery, enterprise management fee, profit, and taxes required to complete a construction project. It is the core component of the project cost.
- Enterprise management fee
- The fee covering the organization and management of construction activities, including management staff wages, office expenses, travel expenses, fixed asset use fees, tools, and other management costs.
- Profit in construction cost
- The profit earned by the contractor from the construction project, calculated on a base of labor cost plus machinery cost or labor cost, depending on the regional quota rules.
- VAT general tax method
- Under the general tax method, the construction VAT output tax is calculated as pre-tax cost × 9%. Input tax on materials and services can be credited against output tax.
- Bill of Quantities
- A document listing the project code, name, features, unit, and quantity of each work item, prepared by the tenderer according to the national measurement code. It forms the basis for bidding.
- Comprehensive unit price
- The unit price in BOQ pricing that includes labor cost, material cost, machinery cost, enterprise management fee, profit, and risk fee, but excludes taxes and statutory fees.
- Quota pricing method
- A pricing method where the unit price is determined by the quota (labor, materials, machinery), then enterprise management fee, profit, fees, and taxes are added to obtain the total cost.
- Provisional sum
- A sum included in the BOQ for unforeseen work or materials that cannot be determined at the tender stage. It is controlled by the tenderer and used as instructed.
- Daywork
- A provision for small and miscellaneous work that cannot be priced by the BOQ. It is paid based on actual labor, materials, and machinery used, as verified by the engineer.
- General contractor service fee
- A fee paid to the general contractor for providing site coordination, management, and facilities to subcontractors. It is usually a percentage of the subcontract price.
- Measure project cost
- The cost of measures taken to complete the project, including environmental protection, civilized construction, safety, temporary facilities, night construction, secondary handling, large machinery, and scaffolding.
- Other project cost
- Costs in the BOQ other than the measure project cost, including provisional sum, daywork, general contractor service fee, and total contract price service fee.
- Earthwork pit volume
- For a sloped foundation pit: V = (a + 2c + kH)(b + 2c + kH)H + 1/3 k²H³, where a,b are base dimensions, c working face, k slope coefficient, H depth.
- Rebar unit weight
- The weight per meter of reinforcement: 0.00617 × d² kg/m, where d is the diameter in millimeters. For example, a 12 mm bar weighs 0.888 kg/m.
- Concrete beam volume
- Measured in cubic meters: cross-sectional area × beam length. Beam length is the clear span plus half the support length at each end, per the measurement code.
- Formwork area
- Measured by the contact area between formwork and concrete. For beams, it includes the bottom and both sides; for slabs, only the bottom area is measured.
- Masonry volume
- Wall volume = length × height × thickness, deducting openings larger than 0.3 m² and embedded concrete components. It is measured in cubic meters.
- Roof waterproofing area
- Calculated as roof horizontal projection area × slope coefficient + additional layer area. The slope coefficient depends on the roof gradient and is taken from the measurement code.
- Bored pile volume
- The volume of a bored pile = design cross-sectional area × design pile length (including the pile cap). It is measured in cubic meters per the measurement code.
- Scaffolding measurement
- For buildings, scaffolding is measured by the building's horizontal projection area. For independent columns, it is measured by the volume of the column.
- Working face
- The additional width on each side of a foundation base to allow workers to operate. It is added to the excavation dimensions when calculating earthwork volume.
- Slope coefficient
- The ratio of the horizontal projection of a slope to its vertical height (k = b/h). It is used in earthwork volume formulas to account for sloped excavation.
- Contract price adjustment
- A change to the contract price due to quantity deviation, price fluctuation, or changes. The adjustment method is specified in the contract and the BOQ clauses.
- Quantity deviation adjustment
- If the actual quantity deviates by more than 15% from the BOQ quantity, the comprehensive unit price may be adjusted. The adjustment is based on the BOQ clause.
- Price adjustment formula
- ΔP = P0 × [A + B × (Ft/F0) − 1], where A is the non-adjustable portion, B the adjustable portion, Ft the current price index, F0 the base price index.
- Claim analysis
- A claim is analyzed using the critical path method for time impact and the actual cost method or contract rate method for cost impact. Supporting documents are required.
- Completion settlement
- The final payment for the project, based on the contract, design changes, site visas, and claim documents. It is the basis for the final account of the project.
- Progress payment
- Payment = completed project cost − retention money − advance payment deduction − other deductions. Retention money is usually 3%-5% of the contract price.