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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.3 LAccepted-Finance | ₹42.3 L | L1 | Accepted-Finance 1st LOWEST |
| 2 | L2₹50.4 L+₹8.1 L (19.0%)Rejected-Finance | ₹50.4 L+₹8.1 L (19.0%) | L2 | Rejected-Finance Not the lowest tender. |
| 3 | L2₹50.4 L+₹8.1 L (19.0%)Rejected-Finance AT BELTIKIRI SADAR DHENKANAL | ₹50.4 L+₹8.1 L (19.0%) | L2 | Rejected-Finance Not the lowest tender. |
| 4 | L2₹50.4 L+₹8.1 L (19.0%)Rejected-Finance AT BUHALIPAL PO RASOL PS RASOL DIST DHENKANAL PIN 759021 | RASOL | DHENKANAL | ODISHA | 759021 | ₹50.4 L+₹8.1 L (19.0%) | L2 | Rejected-Finance Not the lowest tender. |
| 5 | L2₹50.4 L+₹8.1 L (19.0%)Rejected-Finance | ₹50.4 L+₹8.1 L (19.0%) | L2 | Rejected-Finance Not the lowest tender. |
Tender Value
₹50.4 L
EMD Value
₹50,400
Closing Date
19 Aug 2026, 5:00 pmClosed
Superintending Engineer,RRCD No.I,Khuntuni
Khuntuni, Dhenkanal
Reinforced Cement Concrete
2026_CEBMD_137933_1
SERRCDI-12/2026-27
Open Tender
Civil Works - Canal
Percentage
180 days
Sahardahikore
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹50,400
Yes
7 Sept 2026
4 Aug 2026
20 Aug 2026
4 Aug 2026
19 Aug 2026
4 Aug 2026
4 Aug 2026 - 9 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 | Earth work in hard soil & gravelly soil within 50 m. initial lead & 1.5 m. initial lift including rough dressing and breaking clods 5cm to7cm & laying in layers not exceeding 0.30mtr in depth with all leads, lifts and delifts, cess, T & P etc.complete as directed by the Engineer-in-Charge. | 0.6 | Cubic Meters | - | - |
| 2 | Filling foundation and plinth with sand by mechanical/ manual means and laying in layers including watering, ramming and compacting by suitable means with all leads, lifts and delifts, royalty, cess etc. and all cost incidental to the work complete as per the direction of the Engineer-in-Charge. | - | Cubic Meters | 1 | - |
| 3 | C.C.work of M15 grade with 20mm & down grade black hard granite(Crusher Broken) stone chips mixed by concrete mixer and placing manually,compacting with vibrators with all leads, lifts, delifts and transportation by mechanical/manual means including cost of all materials, carriage, royalty,labour etc. including dewatering by suitable means with all costs, supplying all T&P, curing for specified days by suitable means etc. complete as directed by Engineer incharge. | 1 | Cubic Meters | 1 | ₹1 |
| 4 | CC/RCC work of M20 grade with 20mm & down grade black hard granite(Crusher Broken) stone chips mixed by concrete mixer and placing manually,compacting with vibrators with all leads, lifts, delifts and transportation by mechanical/manual means including cost of all materials, carriage, royalty,labour etc. including dewatering by suitable means with all costs, supplying all T&P, curing for specified days by suitable means etc. complete as directed by Engineer incharge. | 0.6 | Cubic Meters | 1 | ₹0.6 |
| 5 | Providing form work for concrete in canal structures with F-1 finish for PCC/RCC work using steel shuttrer plates of approved specifications for all surfaces including supply of shutter plates and all other materials, T&P, labour and transportation of shuttering materials by mechanical/manual means, dismantling & removing of form work, making good to the surface where ever necessary and finishing complete with all cost for mobilisation and demobilisation, construction & maintenance of coffer dam, diversion road, approach road & site illumination and royalty, cess, etc. including all costs incidental to the work as per specification and direction of the Engineer-in-Charge. | 0.4 | Square Meters | - | - |
| 6 | Supplying, providing and straightening the coiled or bent up HYSD/TMT bars including cutting, bending and placing the grills in position with ties, chairs, spacers and binding with binding wire 18 to 20 gauge, lapping, splicing, welding the joints where ever necessary for R.C.C works as per approved design, drawing with all costs and conveyance, cess, royalty of the reinforcement bars, binding wire and all other materials with cost for mobilisation, demobilisation & construction and maintenance of diversion road, approach road & site illumination etc. complete with all costs incidental to the work and as per specification & direction of the Engineer-in-Charge. (Weight of binding wire, overlapping, wastage, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire for binding and placing shall not be considered for measurement & payment in any shape at all). | - | Quintal | 1 | - |
| 7 | Providing weep holes in masonry/plain/reinforced concrete abutments, wing walls, return walls etc. of specific size with 100mm dia AC Pipe extending through the full width of the structure with slope 1V:20H towards drowning face at regular intervals as per the approved drawings & tehnical specifications or as directed including cost, conveyance, royalty etc. of all materials including cost of inverted filter packing in rear side of the walls as per specification with all labour, T&P,cess etc. complete with all costs incidental to the work as directed by the Engineer-in-Charge. | - | RM | 1 | - |
| 8 | Providing and fixing 16mm thick joint filler (Bitumenous expansion joint board I.S.I) in position including cost, carriage, royalty and other taxes etc. complete as per the direction of Engineer-in-Charge. | - | RM | - | - |
| 9 | Filling foundation and plinth with the selected excavated materials by mechanical/manual means and laying in layers duly compacted including watering and ramming with all leads, lifts and delifts including labour, cess, T&P & all cost incidental to the work etc. complete as per the direction of the Engineer-in-Charge | 0.6 | Cubic Meters | - | - |
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