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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.6 CrAdmitted-Finance | +0.00% | ₹4.6 Cr | L1 | Admitted-Finance |
| 2 | L1₹4.6 CrAdmitted-Finance AT WARD NO 28 PO BHOI NAGAR PS SAHEED NAGAR DIST KHURDHA | KHURDHA | ODISHA | +0.00% | ₹4.6 Cr | L1 | Admitted-Finance |
| 3 | L1₹4.6 CrAdmitted-Finance | +0.00% | ₹4.6 Cr | L1 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Not qualified |
Tender Value
₹4.6 Cr
EMD Value
₹4.6 L
Closing Date
4 Jun 2026, 5:00 pmClosed
CCE Khordha RandB Circle Khordha
O/o the Chief Construction Engineer Khordha R and B Circle Khordha
Construction of proposed H.L Bridge over Sunamunhi Nallah at 0/900km of Khandapada Bypass Road
2026_EICCL_129554_1
CCE 01/2026-27
Open Tender
Civil Works - Bridges
Percentage
270 days
Nayagarh
3 documents required · 3 mandatory
₹10,000
₹4.6 L
Yes
18 Jul 2026
20 May 2026
5 Jun 2026
20 May 2026
4 Jun 2026
20 May 2026
20 May 2026 - 4 Jun 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 | Bridge Proper
Earth work in Excavation in Ordinary Soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and techinical specification including setting out dressing of section to correct line level grade & camber and loading into tippers transporting to embankment site within all lifts and lead upto 1000 mtr and utilising the surplus earth locally for road work whenevre required, backfilling the excavation earth to the extent required complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 300 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & as per direction of Engineer in charge. | 2,561.25 | cum | 74.79 | ₹1,91,555.89 |
| 2 | Fixing of anchoring bars 25mm dia on foundation of piers and abutments after drilling holes grouting with cement or cement mortar excluding cost of steel as per approved Drawing & Technical Specifications and as per Section 1200 &1600 of MoRT&H Specifications for Road & Bridge works (5th Revision). | 942 | cum | 534.15 | ₹5,03,169.3 |
| 3 | Reinforced cement concrete M-30 grade compacted by vibration including curing for 14 days as per Section 900, 1500,1700,2100 & all relevant sections/ clauses of MORT&H specifcation and cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect but excluding the cost and conveyance of M.S Rod or TOR steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending ,bindind and tying the grills and placing in proper position and as per specification and direction of the Engineer- in- charge. | 453 | cum | 5,551.22 | ₹25,14,702.66 |
| 4 | Sub Structure (Abutment & Pier Shaft& pier cap) | 293.1 | cum | 7,266.45 | ₹21,29,796.5 |
| 5 | Sub Structure (Return wall) | 103.9 | cum | 9,043.25 | ₹9,39,593.68 |
| 6 | Sub Structure (Dirt wall) | 15.88 | cum | 11,412.32 | ₹1,81,227.64 |
| 7 | Super Structure (Girder with Deck Slab) | 306.12 | cum | 20,747.37 | ₹63,51,184.9 |
| 8 | Super Structure (Approach Slab) | 22.05 | cum | 10,051.91 | ₹2,21,644.62 |
| 9 | Reinforced cement concrete M-40 grade compacted by vibration including curing for 14 days as per Section 900, 1500,1700,2100 & all relevant sections/ clauses of MORT&H specifcation and cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect but excluding the cost and conveyance of M.S Rod or TOR steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending ,bindind and tying the grills and placing in proper position and as per specification and direction of the Engineer- in- charge. | 1.89 | cum | 10,335.39 | ₹19,533.89 |
| 10 | Providing Reinforced cement concrete crash barrier of M40 Grade Concrete at the edges of road, approaches to bridge structures and median with HYSD reinforcement conforming to IRC :21 and dowel bars 25mm dia , 450 mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure and installed as per design given in the MOST Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per approved drawing and technical specification as per section 900,1500,170, 2300, 2700 & all relevant sections/ clauses of MORT&H Specification for road & bridge works (5th or latest Revision) & as per direction of Engineer in charge. | 90 | Per RMT | 3,595.99 | ₹3,23,639.1 |
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