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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC | ₹11.5 L | L1 | Accepted-AOC Work has been awarded |
| 2 | L1₹11.5 LRejected-AOC BHUBAN NAC | ₹11.5 L | L1 | Rejected-AOC disqualified in transparent lottery |
| 3 | L1₹11.5 LRejected-AOC AT SATANALA P O BERUANBADI PS KODALA DIST GANJAM ODISHA PIN 761032 | GANJAM | ODISHA | 761032 | ₹11.5 L | L1 | Rejected-AOC disqualified in transparent lottery |
| 4 | L1₹11.5 LRejected-AOC | ₹11.5 L | L1 | Rejected-AOC disqualified in transparent lottery |
| 5 | L1₹11.5 LRejected-AOC | ₹11.5 L | L1 | Rejected-AOC disqualified in transparent lottery |
Tender Value
₹11.5 L
EMD Value
₹12,000
Closing Date
8 Jun 2026, 5:00 pmClosed
SE Dhenkanal R and B Division
SE Dhenkanal R and B Division
Construction of garage and approach road from Court Building to JMFC quarter at Bhuban
2026_EICCL_129848_1
SE DKL (R and B) 09/2026-27
Open Tender
Civil Works - Others
Percentage
60 days
Dhenkanal
Please refer tender document
2 documents required · 2 mandatory
₹6,000
₹12,000
Yes
27 Jul 2026
26 May 2026
9 Jun 2026
26 May 2026
8 Jun 2026
26 May 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 excavation of foundation trenches in HARD soil up to the required depth including dressing and leveling the bed and depositing the excavated materials away from the site with all leads and lifts, T&P labour required for the work etc. complete as directed by the Engineer-In Charge. | 23.33 | Cum. | 282.89 | ₹6,599.82 |
| 2 | Supplying and filling in foundation and plinth with sand including well watering, ramming, including cost, conveyance and royalities of all materials and cost of all labour with T&P required for the work etc. complete as per direction of Engineer-In-Charge. | 21.8 | Cum. | 569.99 | ₹12,425.78 |
| 3 | Filling in foundation and plinth with excavated earth including laying in layers not exceeding 23cm.(9”) thick including well watered & rammed with all labour T&P required for the work etc. complete in all respect as per specification & direction of E.I.C. | 23.33 | Cum. | 157.16 | ₹3,666.54 |
| 4 | Cement concrete (1:3:6) in foundation and plinth using 4 cm. size hard granite crusher broken metal of approved quarry and approved quality including hoisting lowering laying concrete in layers not exceeding 0.15 M. in depth including compacting watering and curing etc, complete including cost ,conveyance, royalities & of all materials and cost of labour etc with T&P required for the work etc. complete as per specification & direction of Engineer-In-Charge. | 8.52 | Cum. | 6,236.92 | ₹53,138.56 |
| 5 | Cement concrete (1:2:4) in foundation and floors using 12 mm (½ ") size black hard hand broken granite stone chips of approved quality from approved quarry including lowering laying concrete watering and curing etc. complete to required levels laid in layers not exceeding 0” – 6” thick including cost, conveyance, royalties and all taxes of all materials and cost of all labour with T & P required for the work complete. | 4.13 | Cum. | 7,855.35 | ₹32,442.6 |
| 6RCC work M-20 having a minimum compressive strength 200kgs/cm2 in 15cm.cubes at 28 days after mixing and tests conducted in accordance with IS.456 and IS.516 using 12mm.to 20mm. size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering laying and compact concrete by using vibrator watering and curing for 28 days centering shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance ,royalities & testing of all materials and cost of all labour with T&P required for the work etc. complete in all respect as per specification & direction of E.I.C.(but excluding cost of M.S Rod or Tor Steel & binding wires) | |||||
| 6.1 | Column Base Footing | 3.82 | Cum. | 6,683.86 | ₹25,532.35 |
| 6.2 | Plinth Band | 2.06 | Cum. | 7,558.28 | ₹15,570.06 |
| 6.3 | Column & Roof Beam | 2.71 | Cum. | 16,066.71 | ₹43,540.78 |
| 6.4 | Roof Slab | 5.24 | Cum. | 14,001.07 | ₹73,365.61 |
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