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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.9 CrAdmitted-Finance | -14.99% | ₹5.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.4 CrAdmitted-Finance 1 189 NH ROAD SAMBALPUR SAMBALPUR ODISHA 768005 | SAMBALPUR | ODISHA | 768005 | -7.89% | ₹6.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹6.5 CrAdmitted-Finance | -6.20% | ₹6.5 Cr | L3 | Admitted-Finance |
| 4 | L4₹7.0 CrAdmitted-Finance AT PO PS KESINGA DIST KALAHANDI ODISHA | KESINGA | KALAHANDI | ODISHA | +0.90% | ₹7.0 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Not fulfilled the eligibility criteria |
Tender Value
₹6.9 Cr
EMD Value
₹6.9 L
Closing Date
18 May 2026, 5:30 pmClosed
Engineer Member, BDA, Bhubaneswar
Office of the Engineer Member, BDA, Akash Sova Office Building, Unit.III, Kharavel Nagar, Bhubaneswar
Construction of Rental Transit house G plus 1 of pre fabricated structure at Gadakana Bhubaneswar Phase II
2026_BDABU_128713_1
303/EM/BDA/2026-27 dt.27.04.2026
Open Tender
Civil Works - Others
180 days
Gadakan
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
Executive Engineer, Division No.II, BDA
₹6.9 L
Yes
9 Jun 2026
2 May 2026
19 May 2026
2 May 2026
18 May 2026
2 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 |
|---|---|---|---|---|---|
| 1Supply, installation & commissioning of pre-fabricated transit house (G+1) at Gadakan, Bhubaneswar with site preparation, foundation, erection and installation of structural component, roofing, flooring, wall paneling with plumbing and electrification works including stair case and corridor and all allied infrastructure complete to make the units fully functional and habitable as per the specification and direction of Engineer-in-charge. Plinth area of the structure for each block with 40 dwelling units. (For 2 Floors) 2 x 45.08 Mtr. x 9.00 Mtr. = 811.44 Sqmt. Corridor 2 x 45.08 Mtr. x 1.20 Mtr. = 108.19 Sqmt. =919.63 Sqmt. / Each Block For 2 Blocks- 2 x 919.63 Sqmt.=1839.26 Sqmt. (A) Plinth area of the structure for each block with 48 dwelling units. (For 2 Floors) 2 x 54.08 Mtr. x 9.00 Mtr. = 973.44 Sqmt. Corridor 2 x 54.08 Mtr. x 1.20 Mtr. = 129.79 Sqmt. =1103.23 Sqmt. / Each Block For 1 Blocks- 1 x 1103.23 Sqmt.=1103.23 Sqmt. (B) Total Area (A+B)= 2942.49 Sqmt. Or = 31661.19 Sqft. Say=31661.00 Sqft. | |||||
| 2 | Construction of Road C.D works
Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.
Excavation in hard soil | - | Cum. | 1 | - |
| 3 | Loosening, levelling & compacting original ground of 0.15 Mtr depth below the sub grade including watering and compacting in layers by VRR, cost & conveyance of required quantity of water, cost of all labour sundries, T & P etc. required for the work to complete in all respect as per specification and direction of Engineer-in-charge. | 330.75 | Cum | 36 | ₹11,907 |
| 4 | Preparation of subgrade by good quality earth including Carriage by Mechanical means, watering to OMC and compaction by V.R.R etc. all complete including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work & direction of Engineer-in-charge. | 1 | Cum. | - | - |
| 5Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works including cost, conveyance, royalty, labour etc. complete as per the direction of Engineer-in-charge. | |||||
| 6 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 50mm thick sand filling.as per drawing including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. etc. complete as direction of Engineer-in-charge. | - | Sqm | 1 | - |
| 7 | Providing C.C of M-25 grade for locking the edges of Paver blocks. all complete including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work & direction of Engineer-in-charge. | 1 | Cum. | 1 | ₹1 |
| 8 | Providing and filling earth mixed with sand including admixing and spreading over bothside berms watering to OMC and compaction by P.R.R etc. all complete including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work & direction of Engineer-in-charge. | 1 | Cum. | - | - |
| 9 | Construction of RCC Drain works
Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth, earth mixed with boulders etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. | - | Cum. | 1 | - |
| 10 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. | 1 | Cum. | 533.4 | ₹532.87 |
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