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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.6 LAccepted-AOC | ₹93.6 L | L1 | Accepted-AOC Qualifeid |
| 2 | L2₹95.1 LRejected-Finance | ₹95.1 L | L2 | Rejected-Finance Disqualified |
| 3 | L3₹96.5 LRejected-Finance G 3 SUNDER APARTMENT SUBHASH NAGAR UJJAIN | UJJAIN | UJJAIN | MADHYA PRADESH | ₹96.5 L | L3 | Rejected-Finance Disqualified |
Tender Value
₹98.1 L
EMD Value
₹73,600
Closing Date
28 Apr 2026, 5:30 pmClosed
COMMISSIONER OF UJJAIN MUNICIPAL CORPORATION
Chhatrapati Shivaji Bhavan Aagar Road Ujjain, UMC
CONSTRUCTION OF CC ROAD WORK AT BAJRANG NAGAR IN W-40
2026_UAD_494980_1
312/Zone 5/E-tender/2026
Open Tender
Civil Works - Roads
120 days
BAJRANG NAGAR IN W-40
As Per Tender Document
4 documents required · 4 mandatory
₹10,000
₹73,600
13 Jun 2026
30 Mar 2026
30 Apr 2026
30 Mar 2026
28 Apr 2026
30 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation for roadvay in soil by manual mcans including loading in fliper sand disposal with a Illift sand llead up to 1000 mctcr sand as per rclcvant clauscs of scction-300 | |||||
| 2CrusherRunMacadam- Providing crushed stone aggregatc, depositing on a prepared surface by hauling vehicles, spreading and mixing with a otor grader, watering and compacting with a vibratory roller including all leads and iftsconfimming to Section 407 of specifications to form a layerof Base iFor 53 mm maximum sizc | |||||
| 3Construction of Dry leanccment lconcrete Sub-base over aprepared sub- grade with coarse nd fine aggregate conforming toIS:383, he size of coarse aggregate not exceeding 6.5mm, ggregate cement rationot to exceed 15:1 , aggregatep fradation after blending to beasper MORTH Specifications Table600.1, cement content not to beless than mixedin abatching plant, transported tosite , laid with paver with lelectronic sensor /mechanical paver, ompacting with 8-10tonnes vibratory roller, finishing ndcuring and asperrelevant clauses of section- | |||||
| 4Construction of dowel jointed , plain cement concrete pavementin M-30grade concrcte over aprepared sub base with 43 or higher grade cement , coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate notexcecding 25mm , mixed inabat chingand mixing plant asper approved mix design , transportedtosite , laid withafixed form orslipfor mpaver with spreading theconcrete by shovels ,rakes compacte dusing needle excluding cost of steel in dowel ber & tie rod etc | |||||
| 5Add extra for the cost of steel in dowel bar and tie bar etc. required as per design 6.2.4.1 HYSD tie bars of Fe 500 grade - 12MM | |||||
| 6Mild Steel dowel bars -25 MM 200.00M @ 0.30M | |||||
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