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Tender ID
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.4 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹6.4 Cr+₹61,131.02 (0.10%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹7.2 Cr+₹76.9 L (12.0%)Admitted-Finance AT BHUBAN PO DHARMASALA DISTRICT JAJPUR PIN 755008 | BHUBAN | JAJPUR | ODISHA | 755008 | L3 | Admitted-Finance | ||
| 4 | L4₹7.6 Cr+₹1.2 Cr (19.1%)Admitted-Finance AT PO KUMBHARIA VIA AKHUUPADA DIST BHADRAK PIN 756122 | KUMBHARIA | BHADRAK | ODISHA | 756122 | L4 | Admitted-Finance | ||
| 5 | L4₹7.6 Cr+₹1.2 Cr (19.1%)Admitted-Finance AT WARD NO 28 PO BHOI NAGAR PS SAHEED NAGAR DIST KHURDHA | KHURDHA | ODISHA | L4 | Admitted-Finance |
Tender Value
₹7.6 Cr
EMD Value
₹7.6 L
Closing Date
16 Feb 2026, 5:30 pmClosed
CCE Cuttack RandB Circle
O/o CCE Cuttack RandB Circle
Bridge work
2026_EICCL_125494_10
CCE.Ctc.(RandB)15/2025-26
National Competitive Bid
Civil Works - Bridges
Percentage
330 days
Panikoili
As per DTCN
3 documents required · 3 mandatory
₹10,000
₹7.6 L
Yes
24 Apr 2026
4 Feb 2026
17 Feb 2026
4 Feb 2026
16 Feb 2026
4 Feb 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 | Providing Steel Liner 8 mm thick in pile including Fabricating and Setting out as per Detailed Drawing etc. complete as per specification and direction Engineer in charge | 27.03 | MT | 99,229.8 | ₹26,82,181.49 |
| 2 | Bored cast-in-situ M35 grade R.C.C. Pile of 1200mm dia excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. etc. complete as per specification and direction in Engineer in charge | 337.28 | Rm | 11,091.4 | ₹37,40,907.39 |
| 3 | Cement Concrete for Reinforced Concrete in Pile Cap M-35 complete as per Drawing and Technical Specificationsas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge | 385.55 | Cum | 8,518.5 | ₹32,84,307.68 |
| 4 | Cement Concrete for Reinforced Concrete in Abutment and Pier Shaft M-30 complete as per Drawing and Technical Specificationsas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge | 96.65 | Cum | 8,979.25 | ₹8,67,844.51 |
| 5 | Cement Concrete for Reinforced Concrete in Abutment Cap and Pier Cap M-30 complete as per Drawing and Technical Specificationsas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge | 85.66 | Cum | 10,101.87 | ₹8,65,326.18 |
| 6 | Reinforced cement concrete M-40 nominal mix in Sub-structure (Pedestal) with crushed stone aggregates to 40mm nominal size mechanically mixed placed and compacted by vibration including curing for 14 days as per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge | 3.25 | Cum | 7,519.2 | ₹24,437.4 |
| 7 | Supplying, fitting and fixing in position true to line and level Elastomeric Bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals,surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. | 4,60,800 | Cu.cm | 0.46 | ₹2,11,968 |
| 8 | Reinforced cement concrete M-30 in Super-structure (Girder) with crushed stone aggregates to 20mm nominal size mechanically mixed placed and compacted by vibration including curing for 14 days as per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge | 204.18 | Cum | 13,682.98 | ₹27,93,790.86 |
| 9 | Cement Concrete for Reinforced Concrete in Dirt Wall & Return Wall in M-30 complete as per Drawing and Technical Specificationsas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge | 64.09 | Cum | 10,663.18 | ₹6,83,403.21 |
| 10 | Reinforced cement concrete M-30 in Super-structure (Deck Slab) with crushed stone aggregates to 20mm nominal size mechanically mixed placed and compacted by vibration including curing for 14 days as per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge | 165.5 | Cum | 13,682.98 | ₹22,64,533.19 |
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