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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-Finance | ₹24.2 L | L1 | Accepted-Finance Being quoted 0.10 Percent less. |
| 2 | L1₹24.2 LAccepted-Finance AT MAHULBHATA PO NUAPADA PS NUAPADA DIST NUAPADA PIN 766105 | NUAPADA | NUAPADA | ODISHA | 766105 | ₹24.2 L | L1 | Accepted-Finance Being quoted 0.10 Percent less. |
| 3 | L1₹24.2 LAccepted-Finance NABIN SAHU ODISHA | ₹24.2 L | L1 | Accepted-Finance Being quoted 0.10 Percent less. |
| 4 | L1₹24.2 LAccepted-Finance | ₹24.2 L | L1 | Accepted-Finance Being quoted 0.10 Percent less. |
| 5 | L1₹24.2 LAccepted-Finance AT GOTMA AMASENA PO GOTMA PS JONK DIST NUAPADA ODISHA PIN 766104 | GOTMA | NUAPADA | ODISHA | 766104 | ₹24.2 L | L1 | Accepted-Finance Being quoted 0.10 Percent less. |
Tender Value
₹24.2 L
EMD Value
₹24,500
Closing Date
2 May 2026, 5:00 pmClosed
SE, Khariar RandB Division, Khariar
O/O SE, Khariar RandB Division, Khariar
Extension of Existing Control Room with Wash room, Construction of Waiting Shed, Provision of thermoplastic compound painting Yellow color at RTO Driving Track, Nuapada for the year 2025-26 Civil plus PH plus EI
2026_EICCL_128310_2
SERNBKHR - 01 /2026-27
National Competitive Bid
Civil Works - Buildings
90 days
Nuapada
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹24,500
Yes
15 May 2026
22 Apr 2026
4 May 2026
22 Apr 2026
2 May 2026
22 Apr 2026
22 Apr 2026 - 27 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | CIVIL WORK: Removing old lime or cement plaster from walls including raking out joint 12mm deep and removing the debris from site with all leads as directed by the Engineer-in-charge including all labour and T&P. required for the work etc. complete | - | One Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5 metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. | - | One Sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only). | - | One Sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth: consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge. | - | One Sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Providing and lying plain cement concrete of proportion (1:3:6) in foundation and floors using Portland slag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge. | - | One Sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Plain cement concrete (1:2:4) nominal mix in foundation as per Drawing and Technical Specification | - | One Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Providing, 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) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 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. | - | One Sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Plinth Beam | - | One Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Column in Supersructure | - | One Sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | RCC Lintel | - | One Sqm | - | - | BI01010001010000000000000515BI0100001122 |
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