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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.6 LAccepted-AOC | ₹64.6 L | L1 | Accepted-AOC Accepted being the lowest quoted |
| 2 | L2₹70.6 L+₹6.0 L (9.36%)Rejected-AOC | ₹70.6 L+₹6.0 L (9.36%) | L2 | Rejected-AOC Rejected as per the TEC Members |
| 3 | L3₹70.7 L+₹6.1 L (9.45%)Rejected-AOC | ₹70.7 L+₹6.1 L (9.45%) | L3 | Rejected-AOC Rejected as per the TEC Members |
| 4 | L4₹72.0 L+₹7.4 L (11.5%)Rejected-AOC | ₹72.0 L+₹7.4 L (11.5%) | L4 | Rejected-AOC Rejected as per the TEC Members |
| 5 | L5₹72.0 L+₹7.5 L (11.6%)Rejected-AOC | ₹72.0 L+₹7.5 L (11.6%) | L5 | Rejected-AOC Rejected as per the TEC Members |
Tender Value
Refer Docs
EMD Value
₹90,022
Closing Date
8 Apr 2026, 6:00 pmClosed
DH,BCD-I Division
Office of the Divisional Head, BCD-I Division, Annex Building, 2nd Floor, IDCO, Bhubaneswar
Construction of Boundary wall for Balance Area North, South, West side at Pathani Samanta Planetarium, Bhubaneswar
2026_IDCO_127651_1
BCD-I/ESTT/02/2025-26
National Competitive Bid
Civil Works - Others
Percentage
180 days
Pathani Samanta Planetarium, BBSR
3 documents required · 3 mandatory
₹11,800
₹90,022
Yes
18 Jul 2026
26 Mar 2026
9 Apr 2026
26 Mar 2026
8 Apr 2026
26 Mar 2026
26 Mar 2026 - 7 Apr 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 |
|---|---|---|---|---|---|
| 1Dismantling brick or stone masonry in lime or cement mortar under 3m height including stacking the useful materials for reuse and removing the debris within 50m lead.. complete as per the direction of the Engineer-in-charge | |||||
| 2Earth work in ordinary soil with initial lead and lift including rough dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site with initial lead of 50 mtr and all lifts, including shoring, shuttering & dewatering (if required) with cost of labour, labour cess, hire & running charges of all machineries, sundries & T&P required for the work complete as directed by the Engineer in charge. | |||||
| 3Providing & laying cement concrete of prop. (1:4:8) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. required for the work complete in all respect as per direction of the Engineer-in-charge. | |||||
| 4Supplying & Filling foundation trenches , plinth & ditches with river sand well watered and rammed in layers not exceeding 23 c.m in depth with all lead and lift including cost, conveyance, loading, unloading, stacking,royalties of all Materials, cost of all Labour,Sundries, T&P required for the work etc complete in all respect excluding GST as directed by the Engineer-in-charge. (Measurement will be taken on finished compacted section only.) | |||||
| 5Filling foundation trenches and plinth with excavated materials including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge. | |||||
| 6R.C.C. work of M-25 for following works having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth steel centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding centering & shuttering and cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. | |||||
| 6.01 | Footing | - | Cum | - | - |
| 6.02 | Plinth Beam | - | Cum | - | - |
| 6.03 | Column | - | Cum | - | - |
| 7Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) | |||||
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