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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAccepted-AOC CHANDAULI | UTTAR PRADESH | 221009 | ₹4.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.0 CrRejected-Finance BHAGATPUR SHIVPUR VARANASI | VARANASI | UTTAR PRADESH | 221001 | ₹5.0 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹5.0 CrRejected-Finance | ₹5.0 Cr | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical S A 6 149 D 3 SHIV BIHAR COLONY AKTHA PAHADIYA VARANASI | AMBEDKAR NAGAR | UTTAR PRADESH | 224122 | - | - | Rejected-Technical As per technical evaluation |
| 5 | Rejected-Technical 230 NIZAMUDDINPURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH MAU UTTAR PRADESH 275101 | MAU | UTTAR PRADESH | 275101 | - | - | Rejected-Technical As per technical evaluation |
| Sl No | Description | Qty | Unit | VESTOLUCK CONSTRUCTION AND SUPPLIERS L3 | M/s Singh Traders L2 | ARVIND KUMAR SINGH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Providing /Laying filled HDPE Bag filled with cartage local earth in P.P. rope gabion size 1.80 X 1.80 X 0.50 m, mesh size 15cm X 15cm including cost of all material, labour,T&P etc complete. | 13,666.28 | M3 | 1,529.69 ₹2.1 Cr | 989 ₹1.4 Cr | 1,150 ₹1.6 Cr |
| 2.00 | Supply / dumping for Restoration apron Geo Bags filled with earthTying sewing with machine and Placing in P.P.Rope Gabion size 1.80x1.80x0.50m with dumping with cost of all material labour T&P etc. | 5,460 | M3 | 2,492.49 ₹1.4 Cr | 2,800 ₹1.5 Cr | 2,000 ₹1.1 Cr |
| 3.00 | Providing and Laying of Mzp stone boulder (25 to 60 kg minimum dimension 200 mm) in Mechanically Woven Double Twisted Hexagonal Shaped of BIS class 2 as per IS code 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 polymer (PVC / PA 6) 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 mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of launching apron and Gabion wall including all material, labour, T&P, carrage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per directions of engineer-in-charge. | 2,527.2 | M3 | 4,139.11 ₹1.0 Cr | 5,500 ₹1.4 Cr | 4,500 ₹1.1 Cr |
| 4.00 | Providing and Laying of Mzp stone boulder (25 to 60 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. | 280.8 | M3 | 780.2 ₹2.2 L | 5,000 ₹14.0 L | 900 ₹2.5 L |
| 5.00 | Providing and Laying of Mzp stone boulder (25 to 60 kg minimum dimension 200mm) in Mechanically Woven Double Twisted Hexagonal Shaped of BIS class 2 as per IS code 16014 : 2024 of required sizes 3.00x1.00x0.30m (1 no. diaphragm size 3x0.30m along the gabion length and 2 No. diaphragms size 2x0.30 across the length of Gabion) Mesh Type 10.00x12.00cm polymer (PVC / PA 6) 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 mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of slope pitching including all material, labour, T&P, carrage, loading, unloading, Royalty all taxes but excluding GST etc. and tying with lacing wire all complete as per directions of engineer-in-charge | 1,053 | M3 | 4,631.4 ₹48.8 L | 5,600 ₹59.0 L | 5,200 ₹54.8 L |
| 6.00 | Earth work in filling between Creted wall and Road by power transport for a lead of upto 1 K.M. including excavation loading unloading manual compaction and dressing including all lift shall be applicable for lead upto 1 K.M. including all labour, T&P, all taxes but excluding of GST etc. for proper completion of work as per direction of Engineer In charge. | 2,340 | M3 | 158.53 ₹3.7 L | 100 ₹2.3 L | 100 ₹2.3 L |
Tender Value
Refer Docs
EMD Value
₹12.2 L
Closing Date
13 Mar 2026, 2:30 pmClosed
SUPERINTENDING ENGINEER, DRAINAGE CIRCLE, BALLIA
SUPERINTENDING ENGINEER, DRAINAGE CIRCLE, BALLIA
Restoration Km 0.570 to Km 0.960 Muktidham(Shmshaghat) Doharighat Town On Right Bank of Sarayu River in Dist. Mau
2026_UPIDC_1122392_13
07/S.E./2025-26
Open Tender
Civil Works
90 days
Mau
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,354
₹12.2 L
SUPERINTENDING ENGINEER, DRAINAGE CIRCLE, BALLIA
18 Apr 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
7 Mar 2026
Providing /Laying filled HDPE Bag filled with cartage local earth in P.P. rope gabion size 1.80 X 1.80 X 0.50 m, mesh size 15cm X 15cm including cost of all material, labour,T&P etc complete.
Supply / dumping for Restoration apron Geo Bags filled with earthTying sewing with machine and Placing in P.P.Rope Gabion size 1.80x1.80x0.50m with dumping with cost of all material labour T&P etc.
Providing and Laying of Mzp stone boulder (25 to 60 kg minimum dimension 200 mm) in Mechanically Woven Double Twisted Hexagonal Shaped of BIS class 2 as per IS code 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 polymer (PVC / PA 6) 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 mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of launching apron and Gabion wall including all material, labour, T&P, carrage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per directions of engineer-in-charge.
Providing and Laying of Mzp stone boulder (25 to 60 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.
Providing and Laying of Mzp stone boulder (25 to 60 kg minimum dimension 200mm) in Mechanically Woven Double Twisted Hexagonal Shaped of BIS class 2 as per IS code 16014 : 2024 of required sizes 3.00x1.00x0.30m (1 no. diaphragm size 3x0.30m along the gabion length and 2 No. diaphragms size 2x0.30 across the length of Gabion) Mesh Type 10.00x12.00cm polymer (PVC / PA 6) 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 mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of slope pitching including all material, labour, T&P, carrage, loading, unloading, Royalty all taxes but excluding GST etc. and tying with lacing wire all complete as per directions of engineer-in-charge
Earth work in filling between Creted wall and Road by power transport for a lead of upto 1 K.M. including excavation loading unloading manual compaction and dressing including all lift shall be applicable for lead upto 1 K.M. including all labour, T&P, all taxes but excluding of GST etc. for proper completion of work as per direction of Engineer In charge.
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