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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 LAccepted-Finance | ₹21.7 L | L1 | Accepted-Finance FINANCIAL BID QUALIFIED |
| 2 | L1₹21.7 LAccepted-Finance | ₹21.7 L | L1 | Accepted-Finance FINANCIAL BID QUALIFIED |
| 3 | L1₹21.7 LAccepted-Finance | ₹21.7 L | L1 | Accepted-Finance FINANCIAL BID QUALIFIED |
| 4 | L1₹21.7 LAccepted-Finance MAHESWARPINDA BOUDH | ₹21.7 L | L1 | Accepted-Finance FINANCIAL BID QUALIFIED |
| 5 | L1₹21.7 LAccepted-Finance AT WORDNO 15 PS BOUCH TOAN DIST BOUCH PIN 762014 | BOUDH | ODISHA | 762014 | ₹21.7 L | L1 | Accepted-Finance FINANCIAL BID QUALIFIED |
Tender Value
₹21.7 L
EMD Value
₹21,800
Closing Date
24 Apr 2026, 5:30 pmClosed
Executive Engineer
o/o Executive Engineer,Boudh Irrigation Division,Boudh
Repair of canal structure
2026_CEBMT_127866_2
EEBOD-01/26-27
Open Tender
Civil Works - Canal
180 days
Boudh
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹21,800
Yes
13 May 2026
10 Apr 2026
27 Apr 2026
10 Apr 2026
24 Apr 2026
10 Apr 2026
10 Apr 2026 - 24 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 | Item Code |
|---|---|---|---|---|---|---|
E xtra work in Ordinary soil or gravelly soil within initial lead and lift of of 50mt and initial lift of 1.5 mt including rough dressing and breaking clods to max 5cm to 7cm and laying in layers not exceeding 0.30 m in depth etc. complete. | - | One Cum | - | - | BI01010001010000000000000515BI0100001112 | |
Earth work in excavation of foundation in hard soil or gravelly soil with in initial lead and lift of 50mts and 1.5mts respectively including dressing and levelling the bed and depositing the excavated earth at place away from the work site with all leads and lifts including cost of all labour, T&P and dewatering if required for the work etc; complete and as per specification and direction of Engineer-in-Charge. | - | One Cum | - | - | BI01010001010000000000000515BI0100001113 | |
Filling foundation and plinth with sand watering and ramming including cost, connveyance , royality taxes and labour etc. complete as directed by the Engineer in charge. | - | One Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs , barrages and dams blocks including cost of all materials , labour etc complete as directed by the Engineer-in-charge. | - | One sqm | - | - | BI01010001010000000000000515BI0100001115 | |
Cement concrete M15 with 20 mm size down graded hard granite chips of approved quality free from skin and weathered surface and foreign materials , mixed in concrete mixer including cost, conveyance, royalty and taxes of labour, materials & machineries to the work site with all leads, lifts and delifts upto any height by any hoisting device for hoisting and placement in position to proper grade and profile including vibrating by mechanical means for proper consolidation and curing for 21 days with dewatering and cleaning old surface as per specification before laying fresh concrete etc. complete as per direction of Engineer-in-charge including mobilisation & demobilisation of men, materials and machineries etc. and providing illumination, if required, including clearance of slush and muck before handing over etc. as directed by the Engineer-in-charge. | - | One Cum | - | - | BI01010001010000000000000515BI0100001116 | |
E xtra work in hard soil or gravelly soil within initial lead of 50mt and initial lift of 1.5 mt including rough dressing and breaking clods to max 5cm to 7cm and laying in layers not exceeding 0.30 m in depth etc. complete. | - | One Cum | - | - | BI01010001010000000000000515BI0100001117 | |
Filling foundation and plinth with excavated earth including watering and ramming etc. complete as directed by the Engineer in charge. | - | One Cum | - | - | BI01010001010000000000000515BI0100001118 |
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