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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.0 LAdmitted-Fee/PreQual/Technical/Finance AT PO BARATUNIA DIST KEONJHAR | BARATUNIA | KEONJHAR | ODISHA | +0.00% | ₹15.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.4 LAdmitted-Fee/PreQual/Technical/Finance AT SARASWATIPADA PO BEGANA PS PATNA DIST KEONJHAR | KEONJHAR | +3.00% | ₹15.4 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹15.0 L
EMD Value
₹14,970
Closing Date
30 May 2026, 5:00 pmClosed
BDO, Saharapada
BDO, Saharapada, Keonjhar
Construction of 1 (One) no ACR at Talapada PS under Kundala GP in Saharapada Block
2026_PRBHP_129625_1
Online Bid ID No. 01-Saharapada (KJR/2026-2027)
National Competitive Bid
Civil Works - Buildings
Percentage
180 days
Saharapada Block of Keonjhar District
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
Saharapada
₹14,970
Yes
2 Jun 2026
22 May 2026
2 Jun 2026
22 May 2026
30 May 2026
22 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 excavation in hard soil or gravel within 50 mtr initial lead & 1.5 mtr initial lift including rough dressing the trench etc complete as per the direction of the Engineer in charge. | 34.37 | Cum | 282.89 | ₹9,722.96 |
| 2 | Filling foundation & plinth with coarse sand well watered and rammed as per the direction of Engineer in charge etc complete as per direction of Engineer in charge. | 47.2 | Cum | 855.67 | ₹40,387.72 |
| 3 | P.C.C (1:3:6) in foundation and plinth using 25mm H.G.C.B metal including cost, conveyance, royalty etc complete as per the direction of Engineer incharge. | 13.67 | Cum | 6,029.72 | ₹82,426.28 |
| 5 | R.C.C M20 grade using 20mm Down Grade H.G.C.B chips of Approved Quality mikxing by concrete mixer including hoisting & Laying concrete in position to proper slope & level & compacting by Vibrators in layers not exceeding 0.15 m depth including watering, curing for required period of 28 Day including centering & shuttering & Finishing exposed surface smooth providing grooves where ever neccessary including cost, conveyance, royalty & Taxes of all materials, Labour, T&P of materials required etc complete as per the direction of Engineer incharge.
Column Base, Padestal, Footing upto Plinth | 9.58 | Cum | 6,801.15 | ₹65,155 |
| 5.01 | Grade Beam | 2.78 | Cum | 6,358.2 | ₹17,702.53 |
| 5.02 | Lintel Band | 1.91 | Cum | 14,933.67 | ₹28,523.31 |
| 5.03 | Chajja & Shelves | 0.97 | Cum | 17,125.61 | ₹16,611.84 |
| 5.04 | Column & Beam | 4.68 | Cum | 16,179.38 | ₹75,719.51 |
| 5.05 | Roof Slab | 11.48 | Cum | 17,125.61 | ₹1,96,602.01 |
| 6 | Supling HYSD bar reinforcement including Straightening, cutting, bending, binding of M.S rod or Tor steel, tying up the grills and placing in position as per drawing & Technical Specification including cost of binding wire 18 to 20 gauge with all cost conveyance, taxes etc completed in all respect as per the direction of Engineer in charge. | 32.57 | Qtl | 9,161.04 | ₹2,98,375.18 |
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