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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAccepted-AOC 230 NIZAMUDDINPURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH MAU UTTAR PRADESH 275101 | MAU | UTTAR PRADESH | 275101 | ₹6.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹6.6 CrRejected-Finance 213 TAJOPUR PASCHIMPURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH 275101 UDYAM UP 55 0009322 | MAU | UTTAR PRADESH | 275101 | ₹6.6 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹6.7 CrRejected-Finance KH NO 17 B H U NO 74A KAUSHALPURI COLONY KHARGAPUR GOMTINAGAR LUCKNOW U P | ₹6.7 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹6.9 CrRejected-Finance | ₹6.9 Cr | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical 1252 20 M AVNTIKA BHAWAN STATION ROAD MAINPURI | MAINPURI | MAINPURI | UTTAR PRADESH | - | - | Rejected-Technical As per technical evaluation |
| Sl No | Description | Qty | Unit | M/S Singh Construction L2 | M/s. PRAKASH CONSTRUCTION L1 | M/s Narayan Enterprises L3 | ASHUTOSH KUMAR VERMA L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation by Hydraulic excavator capacity 60cum/hour including 1.5m lift and 30m lead, cost of driver/Assitant driver, POL, maintanence of Machine and contaractor profit all labour, T&P and all taxes but excluding of GST leveling, dressing and compaction etc. as per direction of Engineer-Charge. | 8,393.83 | m3 | 25 ₹2.1 L | 64.8 ₹5.4 L | 50 ₹4.2 L | 20 ₹1.7 L |
| 2.00 | Providing & laying/dumping HDPE woven bag filled with local earth in nylon crate of size 1.00mX1.00mX1.00m with mesh size 20cm X20cm and weight not less than 165 gram per no in construction of base of launching apron including cost of all material, labour, carriage T&P and all taxes but excluding of GST etc required for proper completion of work complete as per direction of Engineer in-Charge. | 12,378.88 | m3 | 549 ₹68.0 L | 669.87 ₹82.9 L | 625 ₹77.4 L | 500 ₹61.9 L |
| 3.00 | Providing and Laying of Mzp stone boulder (25 to 40 kg minimum dimension 200mm) in Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh 0.45m High Gabion Boxes/Crate of BIS standard class 2 as per IS 16014 : 2024 of required sizes 3.00x2.00x0.45m (1 no. diaphragm size 3x0.45m along the gabion length and 2 No. diaphragms size 2x0.45 across the length of Gabion) Mesh Type 10.00x12.00cm having zinc and polymer coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 no. of opening per meter of mesh perpendicular to twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of launching apron including all material, labour, T&P, carriage, loading, unloading, stacking,Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per directions of engineer-in-charge. | 5,070.6 | m3 | 5,050 ₹2.6 Cr | 4,223.87 ₹2.1 Cr | 4,900 ₹2.5 Cr | 5,300 ₹2.7 Cr |
| 4.00 | Preparing of sub-grade for pitching & laying of geo textile sheet including all labour, T & P etc. complete. | 7,596.47 | m2 | 10 ₹75,964.70 | 15.25 ₹1.2 L | 18 ₹1.4 L | 90 ₹6.8 L |
| 5.00 | Providing and laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with pegs including preparation of surface including all material, labour, T&P and all taxes but excluding of GST etc. for completion of work as per direction of Engineer - in Charge. | 13,568.87 | m2 | 60 ₹8.1 L | 91.48 ₹12.4 L | 80 ₹10.9 L | 90 ₹12.2 L |
| 6.00 | Providing & spreading local earth 15.00 cm thik over geo textile sheet in slope pitching including all cost of labour T&P etc. | 1,139.47 | m2 | 25 ₹28,486.75 | 86.14 ₹98,153.95 | 36 ₹41,020.92 | 30 ₹34,184.10 |
| 7.00 | Providing and Laying of Mzp stone boulder (25 to 40 kg minimum dimension 200mm) in Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh 0.30m High Gabion Boxes/Crate of BIS standard class 2 as per IS 16014 : 2024 of required sizes 3.00x1.00x0.30m (2 No. diaphragms size 1x0.30 across the length of Gabion) Mesh Type 10.00x12.00cm having zinc and polymer coated , Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 no. of opening per meter of mesh perpendicular to twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of slope pitching including all material, labour, T&P, carriage, loading, unloading,stacking,Royalty all taxes but excluding GST etc. and tying with lacing wire all complete as per directions of engineer-in-charge. | 6,153.3 | m3 | 5,350 ₹3.3 Cr | 4,677.08 ₹2.9 Cr | 5,380 ₹3.3 Cr | 5,500 ₹3.4 Cr |
Tender Value
Refer Docs
EMD Value
₹16.5 L
Closing Date
6 Apr 2026, 11:30 amClosed
Superintending Engineer, Drainage Circle, Ballia
Superintending Engineer, Drainage Circle, Ballia
Flood protection work between Km 1.250 to Km 1.950 of Majhwaliya sonbarsa Embankment located on the right bank of River Saryu in District Ballia
2026_UPIDC_1122392_15
07/S.E./2025-26
Open Tender
Civil Works
90 days
Balllia
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,354
₹16.5 L
24 Apr 2026
1 Apr 2026
6 Apr 2026
1 Apr 2026
6 Apr 2026
1 Apr 2026
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