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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.2 LAccepted-Finance PLOT NO 548 3366 SRIRAM ENCLAVE LANE 4 NEAR MANIPAL HOSPITAL P O SANKARPUR P S KHANDAGIRI DIST KHURDA | KHURDA | ₹23.2 L | L1 | Accepted-Finance FULFILLED ALL ELIGIBLE CRITERIA |
| 2 | L2₹23.8 LAccepted-Finance | ₹23.8 L | L2 | Accepted-Finance FULFILLED ALL ELIGIBLE CRITERIA |
| 3 | L3₹24.2 LAccepted-Finance AT CHULIA BANGURA ORAF KUSIA BAUNSAPAL PO KAMAKHYANAGAR DISTRICT DHENKANAL | ₹24.2 L | L3 | Accepted-Finance FULFILLED ALL ELIGIBLE CRITERIA |
| 4 | L4₹24.3 LAccepted-Finance ODISHA OD | CUTTACK | ODISHA | 752120 | ₹24.3 L | L4 | Accepted-Finance FULFILLED ALL ELIGIBLE CRITERIA |
| 5 | L5₹24.4 LAccepted-Finance AT PO PANCHAGAON VIATIGIRIA DIST CUTTACK 754030 | PANCHAGAON | CUTTACK | ODISHA | 754030 | ₹24.4 L | L5 | Accepted-Finance FULFILLED ALL ELIGIBLE CRITERIA |
Tender Value
₹31.4 L
EMD Value
₹31,387
Closing Date
31 Mar 2026, 5:00 pmClosed
Superintending Engineer, OTDC Ltd. BBSR
O/o The Superintending Engineer, OTDC Ltd. BBSR
Repair and Renovation Tourist Office at Nayagarh
2026_OTDC_127427_1
BP-I/31/2025-26 Dt. 11.03.2026
National Competitive Bid
Civil Works - Buildings
120 days
Nayagarh
As per DTCN
3 documents required · 3 mandatory
₹6,000
₹31,387
Yes
30 May 2026
19 Mar 2026
2 Apr 2026
19 Mar 2026
31 Mar 2026
19 Mar 2026
19 Mar 2026 - 23 Mar 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Scraping & cleaning of Old paints with wire brush /Blade or any other suitable equipment as per site requirement for providing surface for new painting works etc. including cost of all labours , sundries T&P etc. complete as per direction of Engineer-in-charge. | ||||||
| 2Total-Ground Floor+First Floor | ||||||
| 3Providing Fly Ash Brick masonry using fly ash bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix(1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar in Foundation, plinth, basement and for ornamental flower beds, plinth moulding and similar such type of works with all necessary projections, splays cutting, circular moulding, corbelling, chamfering, watering and curing etc. including cost, conveyance, loading unloading, royalties and taxes of all materials and cost of all labour, sundries, T & P required for the works etc. complete in all respect as directed by the Engineer-in-Charge. | ||||||
| 4Brick work in Superstructure with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. | ||||||
| 5Ground Floor | ||||||
| 6First Floor | ||||||
| 7Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to inside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge. | ||||||
| 8a) Ground Floor | ||||||
| 9b) First Floor | ||||||
| 10Providing 16 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to inside surface of brick masonry walls after racking out joints including watering and curing rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, T&P, sundries and scaffolding required for the work etc. with providing grooves as directed by the Engineer in charge. | ||||||
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