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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC | L1 | Accepted-AOC Work order issued | |
| 2 | L1₹13.5 LRejected-Finance | L1 | Rejected-Finance L1 tenderer but could not win the transparent lottery context | |
| 3 | L1₹13.5 LRejected-Finance AT WR NO 8 PO BARIPADA PS BARIPADA DIST MAYURBHANJ | BALESHWAR | ODISHA | 756028 | L1 | Rejected-Finance L1 tenderer but could not win the transparent lottery context | |
| 4 | L1₹13.5 LRejected-Finance | L1 | Rejected-Finance L1 tenderer but could not win the transparent lottery context | |
| 5 | L1₹13.5 LRejected-Finance | L1 | Rejected-Finance L1 tenderer but could not win the transparent lottery context |
Tender Value
Refer Docs
EMD Value
₹13,600
Closing Date
19 Aug 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE Mayurbhanj (R and B) Division Baripada
O/o the SE Mayurbhanj (R and B) Division Baripada
Repair to Approach Road of P.R.M. Teaching Hospital such as pothole repairs with BUSG, PMC and Seal Coat from Ch. 0/300 Km to Ch. 0/650 Km (B.H.S) in the District of Mayurbhanj for the year 2026-27
2026_EICCL_138624_1
Bid Id No. SE- 13/2026-27
Open Tender
Civil Works - Roads
Percentage
30 days
Baripada
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹13,600
Yes
28 Oct 2026
13 Aug 2026
20 Aug 2026
13 Aug 2026
19 Aug 2026
13 Aug 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 |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used as per analysis of rate and direction of engineer-in-charge. | - | Cum | 8.63 | - |
| 2 | Earth work in hard soil or gravelly soil within 50m initial lead and lift including rough dressing and breaking clods to maximum 5 cm to 7cm and laying in layers not exceeding 0.3 m in depth and as per direction of engineer-in-charge. | 1 | Cum | 282.89 | ₹282.61 |
| 3 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with pave etc. all complete as per Direction of Engineer-in-Charge. | 1 | Cum | 2,404.67 | ₹2,402.27 |
| 4 | Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | - | Sqm | 90.78 | - |
| 5 | Labour for scraping cleaning the road surface applying tack coat using 3.0 kg of bitumen for 10 sqm and laying 37.50 mm thick Built up spray grouting in one layers 37.5mm thick in each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00kg penetration grade of bitumen for 10 sqm in each layer with 0.12 cum of 12mm size hard granite chips as key stone for 10 sqm spreading over and laying etc | - | Sqm | 390.6 | - |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per the direction of EIC . | - | Sqm | 15.83 | - |
| 7 | Labour for laying 20 mm thick premix carpet using 0.27 cum of 13.2 mm to 5.6 mm size crushed stone chipping and 14.60kg penetration grade of bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR including hire & running charges of PRR , hot-mix plant,bitumen boilers and all other T&P articles etc | - | Sqm | 232.2 | - |
| 8 | Labour for laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6.7mm size chips as per sieve analysis and 6.8kg of bitumen per 10sqm including hire& running charges of PRR,hot-mix plant , tar boiler and all other T&P articles etc | - | Sqm | 95.69 | - |
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finance_605904.pdf
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