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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC Winner in the transparent lottery system for award of contract. |
| 2 | L1₹7.6 LRejected-Finance | ₹7.6 L | L1 | Rejected-Finance Not won in the transparent lottery system |
| 3 | L1₹7.6 LRejected-Finance | ₹7.6 L | L1 | Rejected-Finance Not won in the transparent lottery system |
| 4 | L1₹7.6 LRejected-Finance AT PO BALIMI DIST DHENKANAL | ₹7.6 L | L1 | Rejected-Finance Not won in the transparent lottery system |
| 5 | L1₹7.6 LRejected-Finance | ₹7.6 L | L1 | Rejected-Finance Not won in the transparent lottery system |
Tender Value
Refer Docs
EMD Value
₹7,700
Closing Date
22 May 2026, 5:00 pmClosed
S.E, Angul Irr. Divn. Angul
O.O the S.E, Angul Irr. Divn. Angul, At/P.O- Hakimpada, Dist-Angul
Providing Cement Concrete guard wall to left bank in between RD 845m to 1190m of Angul Main Canal of Derjang Irrigation Project.
2026_CEBBS_129136_9
SE-AID-2/2026-27
Open Tender
Civil Works - Canal
Percentage
60 days
Angul
3 documents required · 3 mandatory
₹4,000
₹7,700
Yes
4 Jul 2026
13 May 2026
25 May 2026
13 May 2026
22 May 2026
13 May 2026
13 May 2026 - 18 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 | Earth work excavation in ordinary soil in canal bed including dressing & levelling the foundation bed including shoring, shuttering & dewatering if required and laying the excavated earth in layers not exceeding 0.30m depth in the specified filling sections, rough dressing and breaking clods to maximum 5 cm to 7 cm and disposing the excess earth away from worksite including cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge. | 301 | One Cum | 175.4 | ₹52,795.4 |
| - | Earth work excavation of foundation in all kinds of soil including dressing & levelling the foundation bed including shoring, shuttering & dewatering if required and laying the excavated earth in layers not exceeding 0.30m depth in the specified filling sections, rough dressing and breaking clods to maximum 5 cm to 7 cm and disposing the excess earth away from worksite including cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge. | 89.68 | One Cum | 282.9 | ₹25,370.47 |
| 3 | Filling foundation and plinth with clean coarse sand, well watered and rammed including cost, conveyance, royalty, taxes of all materials, hire and running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 9.73 | One Cum | 1,001.7 | ₹9,746.54 |
| 4 | Providing and laying RCC / CC of M-15 grade using 20 mm down graded size hard granite crusher broken chips of approved quality, colour and texture free from weathered & skinned and sharp sand of approved quality from approved quarry, mixing, hoisting, lowering and laying in position, compacting and curing for specified days including cost, conveyance, royalty, taxes of all materials, hire and running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 101.43 | One Cum | 5,475.7 | ₹5,55,400.25 |
| 5 | Rigid smooth centering & shuttering for plain C.C / R.C.C. works in walls including false works and dismantling the same after specified days of casting including cost, conveyance, taxes of all materials, cost of all labour, T&P with all cost of incidental charges, and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 234.67 | One Sqm | 250.1 | ₹58,690.97 |
| 6 | Providing weep holes in Brick masonry /Plain / Reinforced concrete abutment, wing wall / return wall using 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce at regular interval including cost, conveyance, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 24 | One RM | 110.5 | ₹2,652 |
| 7 | Filling foundation and plinth with excavated materials laying in layers not exceeding 0.30M in depth including well watered and rammed including cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | 38.15 | One Cum | 157.2 | ₹5,997.18 |
| 8 | Excavation of any approved type of soil from approved borrow area by mechanical means with all leads, lifts and delifts including loading and unloading into the transportation vehicles within a lead 2 km and depositing the same on properly prepared and scientifically approved surface including rough dressing and breaking the clods to maximum 5cm to 7cm, laying in layers not exceeding 22.50cm including removal of roots, shurb jungles, bushes and all foreign debries from the earth and benching the old embankment, sectioning, cambering the earth work, watering and compaction with PRR for all heights of banks and slopes with required quality control test including construction, maintenance, watering, dewatering and lighting of haul roads and borrow area including mobilization and demobilization of men and machineries including cost, carriage & royalty, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge (Measurement shall be taken on finished level section under OMC condition. Borrow area is to be arranged by the agency at his own cost and responsibility) | 176.4 | One Cum | 289.6 | ₹51,085.44 |
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