Delayed Bridge Package in Seoni: EOT, Liquidated Damages and Crash Decisions
A 24-month rural road and four-span bridge package in Seoni district is nine months into construction. Pile foundation is six weeks (42 days) behind: boulders were met 4.5 m above the level shown in the tender borelog, and July rainfall was the heaviest in 25 years. The contract provides ₹25,000 per day liquidated damages beyond the completion date, capped at 10 per cent of the ₹8.00 crore contract value, an extension-of-time clause for exceptionally adverse weather, and a rock-excavation item at a tendered rate. The contractor claims ₹48 lakh and 45 days. Records show that of the 42 days, 10 days were abnormally heavy rain, 22 days were extra rock excavation and 10 days were his own batching-plant breakdown. He offers two recovery options: a second casting yard at ₹12 lakh saving 20 days, or precast girders from a private yard at ₹18 lakh saving 30 days. The approach road has 8 weeks of total float.
1. Assess the extension-of-time entitlement and the ₹48 lakh claim item by item.
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Split the 42 days by cause and apply the contract tests:
- 10 days of abnormally heavy rain: excusable only if the event meets the contract definition of exceptionally adverse weather; verify against IMD records that July rainfall exceeded, say, the 1-in-10-year value for that month and give notice within the stated period. Otherwise only the excess over normal rainfall counts. Treat as excusable, 10 days.
- 22 days of extra rock: boulders 4.5 m above the borelog level and a rock item in the BOQ indicate a differing physical condition that was foreseeable as a risk but not quantified. Time is excusable (22 days), and the extra rock quantity is payable at the tendered rock rate.
- 10 days of batching-plant breakdown: contractor's own plant and management risk; not excusable.
EOT = 32 days; the contractor carries 10 days, giving LD of 10 × 25,000 = ₹2.5 lakh, well within the 10 per cent cap of ₹80 lakh.
On the ₹48 lakh: only the measured extra rock quantity at the tendered rate, plus idle-plant and overhead costs for the 22 days if the contract makes physical conditions compensable, is admissible. Nothing is payable for the 10 days of breakdown, and the 45-day claim exceeds the defensible 32 days. Demand a priced breakdown before any approval.
2. Evaluate the two crash options purely on contract economics. Would you approve either?
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The LD rate defines the value of one day saved: ₹25,000/day.
- Option A - second casting yard: ₹12,00,000 for 20 days = ₹60,000 per day saved; LD avoided = 20 × 25,000 = ₹5.0 lakh; net cost to the department = 12.0 - 5.0 = ₹7.0 lakh loss.
- Option B - private precast yard: ₹18,00,000 for 30 days = ₹60,000 per day saved; LD avoided = 30 × 25,000 = ₹7.5 lakh; net cost = 18.0 - 7.5 = ₹10.5 lakh loss.
The break-even test is simple: crash only if the true cost of one day of delay exceeds ₹60,000. On LD alone it is ₹25,000, so both options are uneconomic. After the 32-day EOT the exposure is only 10 days (₹2.5 lakh), so the maximum saving from any crash is ₹2.5 lakh - far below either price. The 8 weeks of float on the approach road cannot absorb critical-path pile delay and should not be counted as mitigation.
Recommendation: approve neither option on contract economics alone. Revisit only if a documented non-contractual cost of delay exists - for example an extended supervision bill, price escalation, or detour and loss-of-access costs - and that cost demonstrably exceeds ₹60,000 per day; in that case choose Option B, which compresses more days at the same rate, and negotiate a shared saving.
3. Set out the actions you would direct in the next 30 days, and state the condition under which you would change your crash decision.
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Actions:
- Secure the EOT file. Issue notice within the contractual time limit, record joint measurements of actual rock levels against the borelog, tabulate daily rainfall against IMD return-period data, and log the plant breakdown separately so the 10 contractor days are not mixed into the excusable period.
- Price the rock item from measured quantities at the tendered rate and certify only that, rejecting lump-sum elements of the ₹48 lakh claim.
- Re-sequence on the critical path: pile cap, pier, girder casting and deck form the driving chain; move idle resources to the approach road (within its 8 weeks of float) so that road works, not bridge works, absorb the lost time wherever possible.
- Order a time-impact analysis with the contractor, based on the updated programme, to prove which activities are genuinely delayed; refuse a simple global extension.
- Report the commercial position to the department: LD exposure ₹2.5 lakh, and no crash expenditure.
Condition for changing the decision: approve Option B only if a firm, documented date (for example opening before the monsoon or before the school session) creates a daily cost of delay above ₹60,000, the recovery is shown to lie on the critical path, and the contractor shares part of the crashing cost. Otherwise the correct judgement is to manage the EOT and the critical path, not to buy time at twice its contractual value.