07-Str-B2 · May 2017
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format: National Exams, May 2017 — 07-Str-B2 Management of Construction. Three hours, closed book, one approved Casio or Sharp calculator permitted. Six questions of equal value (20 marks each); any five constitute a complete paper and only the first five answered in the answer book are marked. All six are worked below so the paper can be used for revision whichever five a candidate chooses.
Reference texts: Hegazy, T., Computer-Based Construction Project Management (Prentice Hall) — activity-on-arrow networks, event-time calculations, time–cost trade-off and least-cost crashing, project cash flow and overdraft financing, and labour productivity; these chapters cover Questions 1, 3 and 5. Hendrickson, C. & Au, T., Project Management for Construction (2nd ed., Carnegie Mellon) — Chapter 10 (fundamental scheduling procedures), Chapter 11 (advanced scheduling techniques) and Chapter 12 (cost control, monitoring and accounting), including the S-curve and the financing of construction operations. Halpin, D.W. & Senior, B.A., Construction Management (4th ed., Wiley) — construction financing and the interest cost of a negative cash position, labour productivity and motivation, and construction safety management. Sullivan, W.G., Wicks, E.M. & Koelling, C.P., Engineering Economy (17th ed., Pearson) — Chapters 5 and 6, present-worth analysis and the repeatability (common multiple of lives) assumption for alternatives with unequal lives, used in Question 4. Peurifoy, R.L. & Schexnayder, C.J., Construction Planning, Equipment and Methods (9th ed., McGraw-Hill) — site layout and the physical determinants of crew output. AACE International, Recommended Practice 29R-03, Forensic Schedule Analysis, and the Society of Construction Law, Delay and Disruption Protocol (2nd ed., 2017) — the delay-analysis taxonomy required by Question 2. Canadian Construction Documents Committee, CCDC 2 — Stipulated Price Contract (2020), CCDC 40 — Rules for Mediation and Arbitration and CCDC 220/221/222 bond forms — the Canadian contractual machinery for notice, claims and dispute resolution. Transportation Association of Canada, Manual of Uniform Traffic Control Devices for Canada (MUTCDC), and the BC Ministry of Transportation and Infrastructure Traffic Management Manual for Work on Roadways, together with WorkSafeBC's Occupational Health and Safety Regulation (Part 18 Traffic Control, Part 4 lighting and workplace conditions, Part 8 personal protective clothing) — the Canadian rule set behind Question 6.
Question 1 (network). The node numbers, the activity letters and the i–j pairs printed in the data table agree completely with the drawn arrows: solid arrows run 1→2, 1→3, 1→4, 2→3, 2→6, 3→5, 3→6, 4→5 and 5→6, and one dashed arrow runs 2→5. The dashed arrow carries no letter in the table, so it is the network's dummy activity with zero duration and zero cost. Every arrowhead was checked individually at 8× magnification.
Question 5(b) (cash-flow chart). The values below are read from the printed chart. The smooth curve (cash out) reads 4.0, 11.5, 15.5, 45.0, 54.0, 71.5 and 71.5 thousand at the ends of months 1 to 7; the staircase (payment received) rises at the end of months 2 to 7 to 4.0, 12.5, 16.5, 47.5, 57.5 and 80.0 thousand. Both series are read to the nearest $500, which is the resolution the printed chart supports and is consistent with the word “estimate” in the question.
Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.
Given and Find. No data: the part asks for a sketch of the cumulative cost-versus-time curve of a typical project and an explanation of why it takes that shape.
The S-curve is the plot of cumulative cost, cumulative work-hours or cumulative percent complete against time, obtained by integrating the period-by-period expenditure of the time-scaled schedule. It takes its name from its shape, which is flat at both ends and steep in the middle. Three phases explain that shape. Early, the project is mobilising: few crews are on site, the work in progress is site establishment, excavation and procurement, and expenditure accrues slowly. In the middle, most trades are working concurrently at full resource, the bulk of the permanent work is being placed, and the expenditure rate reaches its maximum — the curve is at its steepest, and its slope there is the project's peak burn rate, which sets the peak demand on both cash and supervision. Late, the work turns into finishing, testing, commissioning and deficiency correction; the remaining quantities are small, crews demobilise, and the curve flattens as it approaches 100 %. The characteristic long tail is worth noticing on its own account: the last few percent of completion routinely takes a disproportionate share of the calendar because it consists of many small, sequential, inspection-dependent items.
The curve is used in four ways. As a budget baseline, the planned S-curve gives the expected cumulative cost at any date, so plotting the actual curve against it shows immediately whether the project is spending ahead of or behind plan. Combined with earned value it separates the two possible causes: the horizontal gap between the earned-value curve and the planned curve is a schedule variance in time, the vertical gap between earned value and actual cost is a cost variance. As a cash-flow forecast, the contractor's S-curve of cost and the owner's S-curve of payment together give the funding requirement that Question 5(b) quantifies. As a resource forecast, its slope gives the manpower histogram. And as a bid and monitoring tool, a family of S-curves from past projects of the same type gives a normative envelope; an actual curve that leaves the envelope early is a leading indicator that the plan or the resourcing is wrong. A final caution: because the curve is flat at both ends, small deviations early look negligible on the plot even when they represent a large proportional slippage, which is why the S-curve should be read alongside the critical-path schedule and not instead of it.
Given. The printed chart, digitised as described in the disclosure at the top of this paper. All amounts are in thousands of dollars; the financing rate is $i = 1\,\%$ per month.
| Month | Cumulative cash out ($000) | Cumulative payment received ($000) | Expenditure in the month ($000) | Receipt in the month ($000) |
|---|---|---|---|---|
| 1 | 4.0 | 0.0 | 4.0 | 0.0 |
| 2 | 11.5 | 4.0 | 7.5 | 4.0 |
| 3 | 15.5 | 12.5 | 4.0 | 8.5 |
| 4 | 45.0 | 16.5 | 29.5 | 4.0 |
| 5 | 54.0 | 47.5 | 9.0 | 31.0 |
| 6 | 71.5 | 57.5 | 17.5 | 10.0 |
| 7 | 71.5 | 80.0 | 0.0 | 22.5 |
| Total | 71.5 | 80.0 | 71.5 | 80.0 |
Find. The total interest charged on the borrowed money over the seven months, the largest amount of cash the contractor must have available at any time, and a brief statement of how a down payment would change both.
[Figure not reproduced: The printed cash-flow diagram redrawn from the digitised readings. The smooth curve is cumulative cash out (the contractor's S-curve of expenditure); the staircase is cumulative payment received, each riser being a monthly progress certificate paid one month in arrears. The vertical gap between them. See the official exam paper.]
Approach. Work month by month down an overdraft table. Interest for a month is charged at 1 % on the overdraft carried into that month; the closing balance is the opening balance plus that interest plus the month's expenditure less the month's receipt. The sum of the interest column is the finance charge, and the largest closing balance is the peak cash requirement.
| Month | Opening balance | Interest at 1 % | Expenditure | Payment | Closing balance |
|---|---|---|---|---|---|
| 1 | 0 | 0 | 4.0 | 0 | 4.000 |
| 2 | 4.000 | 0.040 | 7.5 | 4.0 | 7.540 |
| 3 | 7.540 | 0.075 | 4.0 | 8.5 | 3.115 |
| 4 | 3.115 | 0.031 | 29.5 | 4.0 | 28.647 |
| 5 | 28.647 | 0.286 | 9.0 | 31.0 | 6.933 |
| 6 | 6.933 | 0.069 | 17.5 | 10.0 | 14.502 |
| 7 | 14.502 | 0.145 | 0 | 22.5 | −7.853 |
| Total | 0.647 | 71.5 | 80.0 | ||
| Quantity | Value |
|---|---|
| Total cash out over the project | $71,500 |
| Total payments received | $80,000 |
| Interest charged at 1 % per month | $647 |
| Highest amount of cash needed (peak overdraft) | $28,647, at the end of month 4 |
| Profit after financing | $7,853 |
| Interest with a 10 % ($8,000) mobilisation advance | $267, a saving of $380; peak falls to $20,500 |