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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-Finance AT MATHATENTULIA PO KAMARI DIST GANJAM STATE ODISHA PIN 761111 | GANJAM | ODISHA | 761111 | L1 | Accepted-Finance Lottery | |
| 2 | L2₹11.5 LSame as L1Rejected-Finance | L2 | Rejected-Finance Lottery | |
| 3 | L3₹11.5 LSame as L1Rejected-Finance | L3 | Rejected-Finance Lottery | |
| 4 | L4₹11.5 LSame as L1Rejected-Finance | L4 | Rejected-Finance Lottery | |
| 5 | L4₹11.5 LSame as L1Rejected-Finance | L4 | Rejected-Finance Lottery |
Tender Value
₹11.5 L
EMD Value
₹11,600
Closing Date
3 Jul 2026, 5:00 pmClosed
BDO MANESWAR
PANCHAYAT SAMITI MANESWAR SAMBALPUR
NEW BUILDING WORKS
2026_PRMAN_131811_2
1/BDO_MANESWAR/2026-27
Open Tender
Civil Works - Buildings
Percentage
90 days
NUATIHURA MANESWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹11,600
Yes
16 Oct 2026
12 Jun 2026
4 Jul 2026
12 Jun 2026
3 Jul 2026
12 Jun 2026
12 Jun 2026 - 3 Jul 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 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings, and trees girth upto 300 mm, removal of slumps of trees cut earlier and disposal of unserviceable materials and stacking of servicable materials to be used or auctioned, upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per the direction of the Engineer-in-charge. | 1 | Cum | - | - |
| 2Earth work in excavation in foundation trenches, column foundation, pit, etc in all kind of soil including moorum stony earth and gravel mixed with boulders except sheet rock and boulders not requiring blasting including 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. | |||||
| 3 | Filling in foundation trenches and plinth, with excavated earth in layers including watering and ramming with all leads & lifts including cost of all labour, T&P complete as directed by the Engineer-in-charge. | 1 | Cum | - | - |
| 4Supplying & filling foundation and plinth with good quality river sand well watered and rammed including cost of material, labour, carriage, royalty, etc complete as directed by the Engineer-in-charge. | |||||
| 5Cement Concrete (1:3:6) using 4cm size hard granite C.B. metal approved quality from approved quarry including including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge. | |||||
| 6 | Providing 2.5cm thick Damp Proof Course with cement concrete (1:2:4) using 12mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of wall including integral waterproofing, watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge. | 1 | Cum | - | - |
| 7Providing, lifting, hoisting and laying Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 20mpa in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 10 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland Slag Cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. | |||||
| 7.01 | Foundation | - | Cum | - | - |
| 7.02 | Plinth Beam | - | Cum | - | - |
| 7.03 | Columns | 1 | Cum | 1 | ₹1 |
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DTCNMPACCTCBLPM.pdf
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