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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-AOC | ₹16.7 L | L1 | Accepted-AOC Being Qualified in transparent Lottery System |
| 2 | L1₹17.1 LRejected-Finance | ₹17.1 L | L1 | Rejected-Finance After availing Price Preference bidder became lowest bidder but disqualified in transparent lottery process. |
| 3 | L1₹18.1 LRejected-Finance NOT AVAILABLE | NEW DELHI | DELHI | 110001 | ₹18.1 L | L1 | Rejected-Finance After availing Price Preference Bidder became lowest bidder but disqualified due to disagreement to do work at lowest tendered rate. |
| 4 | L2₹17.4 LRejected-Finance AT WARD NO 26 PO PS JEYPORE DIST KORAPUT ODISHA | JEYPORE | KORAPUT | ODISHA | ₹17.4 L | L2 | Rejected-Finance Disqualified for not being the lowest Bidder. |
| 5 | L3₹17.6 LRejected-Finance | ₹17.6 L | L3 | Rejected-Finance Disqualified for not being the lowest Bidder. |
Tender Value
₹24.2 L
EMD Value
₹24,200
Closing Date
29 May 2026, 5:00 pmClosed
Superintending Engineer,T.C Division Ambaguda
Office of SE,Telengiri Canal Division Ambaguda Koraput
Canal Structural Works
2026_IKBBJ_129329_1
SE-TCD-01/2026-27(V)
Open Tender
Civil Works - Canal
Percentage
60 days
Ambaguda
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹24,200
Yes
2 Sept 2026
15 May 2026
30 May 2026
15 May 2026
29 May 2026
15 May 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 shrub jungles uprooting stumps and small bushes and trees below IM girth on premeasurement | - | Sqm | 0.38 | - |
| 2 | Earthwork in excavation of bed of canal for resectioning in all kinds of soil with all leads, lifts and delifts including rough dressing and leveling the bed and dispositing the excavated materials away from the work site including breacking the clods to maximum 5cm to 7 cm and laying in layers not exceeding 0.30m depth with all labour, T&P and cess etc complete as per specification and direction of the Engineer-in-charge. | - | Cum | 175.4 | - |
| 3 | Earthwork in excavation of foundation in all kinds of soil with all leads, lifts and delifts including rough dressing and leveling the bed and dispositing the excavated materials away from the work site including breacking the clods to maximum 5cm to 7 cm and laying in layers not exceeding 0.30m depth with all labour, T&P and cess etc complete as per specification and direction of the Engineer-in-charge. | - | Cum | 282.9 | - |
| 4 | Filling in foundation and plinth with previous excavated earth in layers not exceeding 22.5 cm thick including watering and ramming with all leads, lifts and delifts etc.complete as per the specification and direction of the Engineering-in- Cum charge | - | Cum | 117 | - |
| 5 | P.C.C work of M-15 grade with 40 mm & down grade black hard granite (Crusher Broken) stone chips including hoisting & laying as directed by the Engineer-In Charge. | - | Cum | 5,317.9 | - |
| 6 | R.C.C work of M-15 grade with 20 mm & down grade black hard granite (Crusher Broken) stone chips including hoisting & laying as directed by the Engineer-In-Charge | 1 | Cum | 6,097 | ₹6,096.39 |
| 7 | Rigid and smooth centering and shuttering for Cement Concrete works including false works and dismantling them after specified period of casting including cost, carriage and royalty, taxes of materials, Labour cess etc, complete in all respects as directed by Engineer in charge | - | Sqm | 249.8 | - |
| 8 | Supplying, fitting and placing uncoated HYSD bar reinforcement including labour for cutting, bending, binding and tying the grills with all cost, conveyance, taxes of all materials, cost of binding wire, all labour, T&P, cess with all leads, lifts & delifts etc complete as per the drawing, specification & direction of Engineer-in-charge | - | Qtl | 9,632.8 | - |
| 9 | Earthwork in filling with hard soil within initial lead and lift including rough dressing & breaking the clods to maximum 5cm to 7cm and laying the excavated materials in the earmarked place in layers not exceeding 0.30 M in depth including labour charges, tools and plants, taxes, cess, rehandling of the excavated materials, if required etc, all costs incidental to the work all complete as per specification and direction of the Engineer-in-Charge | - | Cum | 276.4 | - |
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