Interactive demos

The engineering logic, running in your browser

Each demo reproduces one rule the real tools apply, on a fictitious canal package: how supervision decides a package is critical, what a design section looks like against existing ground, and how quantities become a bill of quantities. No real project data is used anywhere on this page.

Illustrative data. Package names, quantities, prices, dates and actions are synthetic. The rules and formulas match the ones the tools use.

01Supervision S-curve

Used in Sipromon. Progress is computed, not estimated: every step uses the same item weights as the contract bill of quantities.

S-curve: planned vs actual

Fictitious 18-week canal package. Move the reporting week; the status follows the contract rule (critical when more than 10 points behind while planned ≤ 70%, or more than 5 points behind after that).

Illustrative data
week 11

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planned (cumulative)actual (cumulative)on trackbehindcriticalaction taken
Planned
Actual
Deviation
Status

Method: item weight = item amount ÷ contract subtotal; planned = weight spread evenly over the item's scheduled weeks; actual = Σ weight × min(installed ÷ contract quantity, 100%). Package, quantities, dates and actions are fictitious.

02Canal cross-section

The kind of section the Long Cross studio draws for every station: design section by Manning uniform flow, checked against existing ground.

Cross-section viewer

Three surveyed stations of a fictitious earth canal: existing ground, the trapezoidal design section with small banks, the design water level, and the cut and fill between them.

Illustrative data
STA 0+000

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existing grounddesign sectionwater levelcutfill
Cut area
Fill area
Bed elevation
Water level

Design basis (Manning, uniform flow): Q 0.45 m³/s · n 0.025 · S 0.0006 · b 0.80 m · side slope 1:1 · normal depth 0.639 m · V 0.489 m/s · Fr 0.235 · freeboard 0.40 m → design depth 1.05 m. Local datum; data fictitious.

03Quantities to bill of quantities

One source of numbers: earthwork volumes from the sections flow into the estimate, and the weights flow on into the S-curve. The same chain is traced in the design review.

Quantities → bill of quantities

A fictitious 1.2 km canal package. Earthwork quantities come from the cross-sections by average end area × length; edit them to see amounts, subtotals, weights and the total follow.

Illustrative data · fictitious prices (IDR)
Share of subtotal by group

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Illustrative bill of quantities
CodeItemUnitQuantityUnit priceAmountWeight

Weights are what the S-curve uses. VAT shown at 11% for illustration. Nothing here comes from a real project.