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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAccepted-AOC AT PO PS KESINGA DIST KALAHANDI ODISHA | KESINGA | KALAHANDI | ODISHA | ₹4.4 Cr | L1 | Accepted-AOC Awarded being L1 bidder |
| 2 | L2₹4.6 Cr+₹28.8 L (6.62%)Rejected-Finance AT PO KALAMPUR DIST KALAHANDI PIN 766013 | KALAMPUR | KALAHANDI | ODISHA | 766013 | ₹4.6 Cr+₹28.8 L (6.62%) | L2 | Rejected-Finance Rejected being L2 bidder |
| 3 | L3₹5.0 Cr+₹69.3 L (15.9%)Rejected-Finance DHAMANA STREET PO PS GOSANINUGAM BERHAMPUR GANJAM | BERHAMPUR | GANJAM | ODISHA | ₹5.0 Cr+₹69.3 L (15.9%) | L3 | Rejected-Finance Rejected being L3 bidder |
| 4 | L4₹5.1 Cr+₹75.4 L (17.3%)Rejected-Finance AT GADA DAMODARPALLI VIA DHARAKOTE DIST GANJAM STATE ODISHA PIN 761107 | GADA DAMODARPALLI | GANJAM | ODISHA | 761107 | ₹5.1 Cr+₹75.4 L (17.3%) | L4 | Rejected-Finance Rejected being L4 bidder |
Tender Value
₹5.2 Cr
EMD Value
₹5.2 L
Closing Date
7 Mar 2026, 5:00 pmClosed
CCE Phulbani RandB Circle Phulbani
Office of the CCE Phulbani RandB Circle Phulbani District Kandhamal PIN 762001
Construction of HL Bridge over Local Nallah at Ch 15/680 km on Balliguda to Budaguda via Rutungia road in the District of Kandhamal for the year 2025_26
2026_EICCL_126384_1
CCERANDBPLB 21OF2025 26
Open Tender
Civil Works - Bridges
Percentage
270 days
Balliguda
Please Refer Tender Documents
2 documents required · 2 mandatory
₹10,000
₹5.2 L
Yes
9 Jul 2026
21 Feb 2026
9 Mar 2026
21 Feb 2026
7 Mar 2026
21 Feb 2026
21 Feb 2026 - 6 Mar 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 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) & direction of Engineer in charge.
Bridge Proper | 1,419 | cum | 74.79 | ₹1,06,127.01 |
| 2 | Earth work in excavation for road works in ordinary rock 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) & direction of Engineer in charge | 916.94 | cum | 90.38 | ₹82,873.04 |
| 3 | Fixing 25 mm. dia anchor bars in foundation rock including drilling 35 mm. dia holes, fixing wedged anchor and grouting with cement mortar 1:4 complete as per the direction of Engineer-in-charge excluding cost of M.S. rods for dams, barrages and power house structures including pull testing of 30% of anchors Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge | 618 | rm | 126.65 | ₹78,269.7 |
| 4 | P.C.C.M-15 Grade in Foundation using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. | 83.43 | cum | 5,665.22 | ₹4,72,649.3 |
| 5 | 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.
Foundation | 490.05 | cum | 6,168 | ₹30,22,628.4 |
| 6 | Sub Structure (Abutment & Pier Shaft) | 261.28 | cum | 8,001.82 | ₹20,90,715.53 |
| 7 | Sub Structure (Return wall & wing wall) | 109.16 | cum | 9,761 | ₹10,65,510.76 |
| 8 | Sub Structure (Abutment & Pier Cap) | 109.8 | cum | 8,001.82 | ₹8,78,599.84 |
| 9 | Sub Structure (Dirt wall) | 16.42 | cum | 12,106.59 | ₹1,98,790.21 |
| 10 | Super Structure (Girder) | 393.08 | cum | 21,487.64 | ₹84,46,361.53 |
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