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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAdmitted-Finance | ₹15.0 L | L1 | Admitted-Finance |
| 2 | L2₹15.3 L+₹27,967.48 (1.87%)Admitted-Finance | ₹15.3 L+₹27,967.48 (1.87%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not submitted all requisite document as per NIT |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not submitted all requisite document as per NIT |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not submitted all requisite document as per NIT |
| Sl No | Description | Qty | Unit | VINEET KUMAR L2 | Maa Vindhyawasni Enterprises L1 |
|---|---|---|---|---|---|
| 1.00Surface Preparation Works | |||||
| 1.10 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Eingineer-in-Charge (all kind of soil) as per direction of EIC | 222 | sqm | 314 ₹69,708 | 123 ₹27,306 Lowest |
| 2.00Flooring Works | |||||
| 2.10 | Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete or as per direction of EIC | 17.76 | cum | 287 ₹5,097.12 Lowest | 1,900 ₹33,744 |
| 2.20Providng and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. Providing 1:1.5:3 (1 cment : 1.5 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per direction of EIC | |||||
| 2.21 | PCC foundation for I-section | 4.8 | cum | 4,420 ₹21,216 Lowest | 7,400 ₹35,520 |
| 2.22 | PCC for entire shead area | 17.76 | cum | 4,420 ₹78,499.2 Lowest | 6,500 ₹1,15,440 |
| 2.30 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacutre's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete or as per direction of EIC | 222 | sqm | 510 ₹1,13,220 Lowest | 880 ₹1,95,360 |
| 3.00Steel Frame Works | |||||
| 3.10Structural steel work riveted, bolted or welded in built up sections, trusses, and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all compelete | |||||
Tender Value
₹19.4 L
EMD Value
₹38,711
Closing Date
14 Jul 2026, 3:00 pmClosed
Director
Gaighat, Gulzarbagh, Patna 800007
Construction of shed for machinery items at NINI, Patna
2026_IWAI_914949_1
IWAI/PTN/17(88)/NINI/M and A/2026-27
Open Tender
Civil Works
Works
30 days
Patna
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Yes
IWAI Fund
₹38,711
Yes
1 Aug 2026
29 Jun 2026
15 Jul 2026
29 Jun 2026
14 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Surface Preparation Works | |||||
| 1.1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Eingineer-in-Charge (all kind of soil) as per direction of EIC | 222 | sqm | 100 | ₹22,200 |
| 2Flooring Works | |||||
| 2.1 | Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete or as per direction of EIC | 17.76 | cum | 100 | ₹1,776 |
| 2.2 | Providng and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. Providing 1:1.5:3 (1 cment : 1.5 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per direction of EIC | - | - | - | - |
| 2.21 | PCC foundation for I-section | 4.8 | cum | 100 | ₹480 |
| 2.22 | PCC for entire shead area | 17.76 | cum | 100 | ₹1,776 |
| 2.3 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacutre's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete or as per direction of EIC | 222 | sqm | 100 | ₹22,200 |
| 3Steel Frame Works | |||||
| 3.1 | Structural steel work riveted, bolted or welded in built up sections, trusses, and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all compelete | - | - | - | - |
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