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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.8 CrAccepted-Finance | ₹7.8 Cr | 1 | Accepted-Finance Won in lottery |
| 2 | 2₹7.8 CrSame as 1Rejected-Finance | ₹7.8 CrSame as 1 | 2 | Rejected-Finance Lost in lottery |
| 3 | 2₹7.8 CrSame as 1Rejected-Finance | ₹7.8 CrSame as 1 | 2 | Rejected-Finance Lost in lottery |
| 4 | Rejected-Technical | - | - | Rejected-Technical as per DTCN |
| 5 | Rejected-Technical | - | - | Rejected-Technical as per DTCN |
Tender Value
₹9.2 Cr
EMD Value
₹9.2 L
Closing Date
19 Dec 2025, 5:00 pmClosed
CCE R and B CIRCLE BALANGIR
Office of the CCE R and B CIRCLE BALANGIR
Drain work
2025_EICCL_121707_6
CCE (R and B) BGR-13-2025-26
National Competitive Bid
Civil Works - Others
Percentage
270 days
Balangir
Refer Tender Documents
4 documents required · 4 mandatory
₹10,000
₹9.2 L
Yes
9 Jun 2026
4 Dec 2025
20 Dec 2025
4 Dec 2025
19 Dec 2025
4 Dec 2025
4 Dec 2025 - 19 Dec 2025
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 | Excavation in soil using Hydraulic Excavator CK-90 & Tipper with Disposal upto 1000 metres-Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 metres. | 16,466 | Cum | 88.69 | ₹14,60,369.54 |
| 2 | Sand Filling in road work and foundation of structure as per approved drawing and technical specifications and as per section-2100 of MoRTH specifications for Road & Bridge work(Latest Rivision) | 1,256 | Cum | 649.27 | ₹8,15,483.12 |
| 3 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per section No.1000 and 2100 of MoRTH specification and direction of Engineer-in-charge. | 1,128 | Cum | 5,026.56 | ₹56,69,959.68 |
| 4 | Reinforced cement concrete M25 in foundation with crushed stone aggregates to 20 mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per section No.1000 and 2100 of MoRTH specification and direction of the Engineer-in-charge. | 1,766 | Cum | 6,086.32 | ₹1,07,48,441.12 |
| 5 | Reinforced cement concrete M25 in sub-structure with crushed stone aggregates to 20 mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per section No.1000 and 2100 of MoRTH specification and direction of the Engineer-in-charge. | 2,760 | Cum | 8,788.54 | ₹2,42,56,370.4 |
| 6 | Reinforced cement concrete M25 in super-structure with crushed stone aggregates to 20 mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per section No.1000 and 2100 of MoRTH specification and direction of the Engineer-in-charge. | 1,500 | Cum | 7,562.1 | ₹1,13,43,150 |
| 7 | Supplying, bending, binding,tying and placing HYSD bar reinforcement in complete including cost of binding wire as per drawing and Technical Specifications & as per clause no 1600.of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge. | 403.82 | MT | 83,009.72 | ₹3,35,20,985.13 |
| 8 | Providing weep holes in Drain wall with 75 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | 2,200 | rm | 110.04 | ₹2,42,088 |
| 9 | Dismantling of Existing RCC Drain | 4,032 | Cum | 858.58 | ₹34,61,794.56 |
stage.html
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tech_eval.pdf
fin_bid_open.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_569268.xls
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DTCN7.pdf
Tender Documents • 1.17 MB
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