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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.7 LAccepted-AOC | ₹20.7 L | L1 | Accepted-AOC 1st lowest responsive bidder |
| 2 | L2₹21.8 L+₹1.0 L (5.06%)Rejected-Finance | ₹21.8 L+₹1.0 L (5.06%) | L2 | Rejected-Finance Unsuccessful bidder |
| 3 | L3₹23.1 L+₹2.4 L (11.4%)Rejected-Finance | ₹23.1 L+₹2.4 L (11.4%) | L3 | Rejected-Finance Unsuccessful bidder |
| 4 | L4₹23.2 L+₹2.5 L (12.1%)Rejected-Finance | ₹23.2 L+₹2.5 L (12.1%) | L4 | Rejected-Finance Unsuccessful bidder |
| 5 | L5₹23.6 L+₹2.9 L (14.0%)Rejected-Finance | ₹23.6 L+₹2.9 L (14.0%) | L5 | Rejected-Finance Unsuccessful bidder |
Tender Value
₹30.0 L
EMD Value
₹30,000
Closing Date
27 Apr 2026, 5:00 pmClosed
SE Bargarh Irrigation Division Bargarh
At-Canal Colony, Bargarh
Improvement to Kumbhari Minor within RD 1720 mtr to 2400 mtr.
2026_CEBBU_128071_1
BID-01 of 2026-27 dated 07.04.2026
Open Tender
Civil Works - Canal
Percentage
60 days
Bargarh
please refer Tender document
2 documents required · 2 mandatory
₹6,000
₹30,000
Yes
24 Aug 2026
13 Apr 2026
28 Apr 2026
13 Apr 2026
27 Apr 2026
13 Apr 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 grass and removal of rubbish up to a stance of 50 metres outside the periphery of the area with all leads, lifts, sundries, T&P required for the work etc. complete as per the direction of Engineer-in-charge. | - | Per Sqm. | - | - |
| 2 | Earthwork exavation in all kind of including dressing and levelling the bed and depositing the excavated materials away from the work site with all leads, lifts, sundries, T&P required for the work etc complete as directed by the engineer in Charge | 1 | Per cum | - | - |
| 3 | Filling foundation and plinth with sand including cost, conveyance & royalty of all materials to the work site including watering & ramming with all leads, lifts, sundries & T&P etc. complete, as per direction of Engineer-in-Charge. | 1 | Per cum | - | - |
| 4 | Cement concrete (1:3:6) with 40mm size hard granite crusher broken metal including cost, conveyance, royalty & taxes of all materials to the work site, mixing & laying of concrete in position & compacted properly with all leads, lifts, sundries, T&P required for the work, curing etc. complete as directed by Engineer-in-charge | - | Per Cum. | - | - |
| 5 | Cement concrete M-20 with hard granite coarse aggregates of maximum nominal size 20mm and down graded free from weathered skin including cost, conveyance, royalty and other taxes of all materials to the work site, mixing and laying of concrete in position & compacted properly with all leads, lifts, sundries with all hire & running charges of machineries such as concrete mixer, vibrator etc. required for the work site with proper compaction and curing etc. complete as per the direction of Engineer-in-charge. | - | Per Cum. | - | - |
| 6 | Supplying, fitting and placing uncoated HYSD bar reinforcement for R.C. C. Work Including cutting ,bending, binding tying the grills and placing in position including cost carriages, taxes etc. of reinforcement and binding wire 18 to 20 gauge with all leads, lifts & delifts & all other incidental charges etc, complete as per specification of design, drawing and technical specification etc. complete as per direction of Engineer-in-charge. | 0.6 | Per Qntl. | - | - |
| 7 | Rigid smooth centering & shuttering for cement concrete works including false work & dismantling after casting and clearing the debries from worksite with all leads, lifts, sundries including cost conveyance labour T&P etc. complete as directed by Engineer-in-charge. | - | Per Sqm. | - | - |
| 8 | Filling in foundation and Plinth with excavated materials incluiding watering, ramming etc complete as per direction of Engineer in charge. | 0.2 | per cum | - | - |
| 9 | Exavation of any typy of soil in approved borrow area by mechanical means loading into & transportation by mechanical means & unloading the soil with all lead on properly prepared surface including breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 22.5 cm with all leads, lifts, sundries including cost, conveyance labour T&P etc. complete as directed by Engineer-in-charge. | - | Per cum | - | - |
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