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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹36.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹42.6 L+₹6.1 L (16.7%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹44.6 L+₹8.1 L (22.2%)Admitted-Fee/PreQual/Technical/Finance KHATI SAHI PO CHILIKA NUAPADA DS KRUSHNA PRASAD GANJAM ODISHA PIN 752011 | PURI | ODISHA | 752011 | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹40.6 L
EMD Value
₹40,590
Closing Date
22 Sept 2026, 5:00 pmClosed
SE Rural Works Division, Balliguda
SE Rural Works Division, Balliguda
Construction of Sub-Center Building at Jubaguda of Kotagarh Block in the District of Kandhamal for the year 2023-24
2026_CERWI_140685_2
Online Tender- 07/SERWDBLG/2026-27
National Competitive Bid
Civil Works - Buildings
Percentage
240 days
Balliguda/Kandhamal/Odisha
Please refer Tender documents.
4 documents required · 4 mandatory
₹6,000
₹40,590
Yes
23 Sept 2026
10 Sept 2026
23 Sept 2026
10 Sept 2026
22 Sept 2026
10 Sept 2026
10 Sept 2026 - 21 Sept 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 | Gound Floor
Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the EIC. | 68.7 | Cum | 276.9 | ₹19,023.03 |
| 2 | Filling foundation and plinth with good coarse sand including watering & ramming as directed by the Engineer in charge. | 37.43 | Cum | 539.88 | ₹20,207.71 |
| 3 | Cement Concrete of proportion (1:3:6) in foundation and floors using 4cm size clean hard black broken granite stone metal of approved quality and from approved quarry including hosting lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering and curing etc. complete including cost and conveyance of all materials with all taxes and royalty and all labour, cess with T&P required for the work etc. complete including dewatering if required as per direction of the EIC. | 16.11 | Cum | 6,349 | ₹1,02,282.39 |
| 4 | Cement concrete ( 1 : 2: 4) using 12 mm size HG CB chips incuding laying lowering concrete, wartering and curring & cost carriage royalty and taxes of all materials etc. complete including dewatering if required as per direction of the EIC. | 2.45 | Cum | 8,183.06 | ₹20,048.5 |
| 5 | RCC of design mix of M-20 grade of controlled qulity having cube strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved
Column Base /Footing Base | 17.62 | Cum | 6,787.7 | ₹1,19,599.27 |
| 5.01 | Column | 6.1 | Cum | 17,698.7 | ₹1,07,962.07 |
| 5.02 | Plinth Beam | 5.96 | Cum | 7,600.55 | ₹45,299.28 |
| 5.03 | Lintel band | 2.62 | Cum | 13,951.6 | ₹36,553.19 |
| 5.04 | Chajja | 7.06 | Sqm | 1,188.65 | ₹8,391.87 |
| 5.05 | Shelves | 8.29 | Sqm | 1,041.2 | ₹8,631.55 |
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