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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.7 LAccepted-AOC BINA ROAD PARAS AMPARA SONCHHADRA UP 231225 | SONCHHADRA | SONBHADRA | UP | 231225 | ₹38.7 L | L1 | Accepted-AOC As per LOA |
| 2 | L2₹40.1 LRejected-Finance VILL BASI PO BINA DISTT SONEBHADRA UP 231220 | BINA | SONEBHADRA | UTTAR PRADESH | 231220 | ₹40.1 L | L2 | Rejected-Finance As per LOA |
| 3 | L3₹44.6 LRejected-Finance | ₹44.6 L | L3 | Rejected-Finance As per LOA |
| 4 | L4₹49.3 LRejected-Finance ADARSH NAGAR AURI MORE ANPARA SONEBHADRA 231225 | ANPARA | SONEBHADRA | UTTAR PRADESH | 231225 | ₹49.3 L | L4 | Rejected-Finance As per LOA |
Tender Value
₹86.2 L
EMD Value
₹1.1 L
Closing Date
17 Mar 2026, 11:00 amClosed
Staff Officer Civil Bina Project
Office of AGM Bina project Sonebhadra UP-231220
Providing drainage system from Atal Gate to the GM Office to prevent waterlogging at the mine entrance gate of the Bina and Krishnashila Projects caused by surface runoff during the rainy season at Bina Project
2026_NCL_354426_1
B/Civil/2025-26/ETN-40 dtd 24.02.2026
Open Tender
Civil Works - Others
180 days
Office of AGM Bina project Sonebhadra UP
As per NIT
5 documents required · 5 mandatory
₹1.1 L
1 Apr 2026
24 Feb 2026
18 Mar 2026
24 Feb 2026
17 Mar 2026
25 Feb 2026
25 Feb 2026 - 12 Mar 2026
Earth work in excavation in all kind of soil/ silt by mechanical means (hydraulic excavaror)/ manual means including dozering, trasnportation, unloading at designated place, levelling and dressing of dump sites all inclusive as per instructions of EIC. with all lifts (for all project of NCL) Lead upto 1 km
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold Twisted bars
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Total impact of GST for the purpose of CTC
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