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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC | ₹3.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.7 Cr+₹3.2 L (0.86%)Rejected-AOC | ₹3.7 Cr+₹3.2 L (0.86%) | L2 | Rejected-AOC L2 |
| 3 | L3₹4.1 Cr+₹39.3 L (10.6%)Rejected-AOC LIG 154 BUDH VIHAR PART C BYPASS ROAD TARAMANDAL GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | ₹4.1 Cr+₹39.3 L (10.6%) | L3 | Rejected-AOC L3 |
| 4 | Not Admitted-Fee/PreQual/Technical KUKUHAWA POST GAURABADSHAHPUR JANPAD JAUNPUR | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S OM PRAKASH PANDEY L1 | M/S RANA PRATAP SINGH L2 | M/S SHUKLA ASSOCIATES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Supplying & Laying new E.C. Bag 50 kg > 72 gm weight filled with Local sand in Nylon crate size 1.00 x1.00 x1.00 m including all lead and lift, T&P as directed by Engineer-in-Charge. | 11,500 | Cum | 800 ₹92,00,000 | 671 ₹77,16,500 Lowest | 888 ₹1,02,12,000 |
| 2.00 | Supplying & Laying Stone boulder upto 25 kg to 40 kg weight in Mechanically Woven Double Twisted Hexagonal shaped BIS standard class 2 as per IS code 16014 :2024 of required sizes 3.00x2.00x0.45 m in crated boulder Launching Appron including cost of all material, T&P excluding cost of G.I. wire crate as directed by Engineer-in-Charge. | 6,500 | Cum | 2,800 ₹1,82,00,000 Lowest | 2,975 ₹1,93,37,500 | 3,101 ₹2,01,56,500 |
| 3.00 | Supply of Mechanically Woven Double Twisted Hexagonal shaped BIS standard class 2 as per IS code 16014 :2024 of required sizes 3.00x2.00x0.45 m (1 no. diaphragm size 3.00 x0.45 m along the length of gabion and 2no.diaphragms size 2.00x0.45 m across the length of gabion ) mesh type 10.00 x12.00 cm polymer (PVC /PA6/Other advance polymers ) coated, Mesh wire dia 2.7/3.7 mm (ID/OD),edged / selvedge dia 3.4/4.4 mm(ID/OD) with partitions at every 1 m interval and shall have minimum 10 no. of opening per mtr of mesh perpendicular twist tying with lacing wire of dia 2.2 /3.2 mm (ID/OD) Including transportation up to site | 2,400 | Nos | 3,500 ₹84,00,000 Lowest | 3,875 ₹93,00,000 | 3,900.25 ₹93,60,600 |
| 4.00 | Supplying & Laying Stone boulder upto 25 kg to 40 kg weight for Damaged Slope pitching without crate including cost of all material, T&P as directed by Engineer-in-Charge. | 440 | Cum | 3,061.2 ₹13,46,928 | 2,525 ₹11,11,000 Lowest | 3,061.2 ₹13,46,928 |
Tender Value
₹4.1 Cr
EMD Value
₹8.2 L
Closing Date
12 Mar 2026, 2:00 pmClosed
S.E.Irrigation Construction Circle, Varanasi
Superintending Engineer, Irrigation Construction Circle, Varanasi.
Restoration of damaged Launching appron of Anti-erosion Work in 400 m for Protection of Majara Semra of Village Group Sherpur Semra Group on Left Bank of the River Ganga in District- Ghazipur
2026_UPIDC_1122058_5
04/SE/2025-26
Open Tender
Civil Works
Item Rate
60 days
Mohammadabad, District - Ghazipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹8.2 L
18 Apr 2026
7 Mar 2026
12 Mar 2026
7 Mar 2026
12 Mar 2026
7 Mar 2026
Supplying & Laying new E.C. Bag 50 kg > 72 gm weight filled with Local sand in Nylon crate size 1.00 x1.00 x1.00 m including all lead and lift, T&P as directed by Engineer-in-Charge.
Supplying & Laying Stone boulder upto 25 kg to 40 kg weight in Mechanically Woven Double Twisted Hexagonal shaped BIS standard class 2 as per IS code 16014 :2024 of required sizes 3.00x2.00x0.45 m in crated boulder Launching Appron including cost of all material, T&P excluding cost of G.I. wire crate as directed by Engineer-in-Charge.
Supply of Mechanically Woven Double Twisted Hexagonal shaped BIS standard class 2 as per IS code 16014 :2024 of required sizes 3.00x2.00x0.45 m (1 no. diaphragm size 3.00 x0.45 m along the length of gabion and 2no.diaphragms size 2.00x0.45 m across the length of gabion ) mesh type 10.00 x12.00 cm polymer (PVC /PA6/Other advance polymers ) coated, Mesh wire dia 2.7/3.7 mm (ID/OD),edged / selvedge dia 3.4/4.4 mm(ID/OD) with partitions at every 1 m interval and shall have minimum 10 no. of opening per mtr of mesh perpendicular twist tying with lacing wire of dia 2.2 /3.2 mm (ID/OD) Including transportation up to site
Supplying & Laying Stone boulder upto 25 kg to 40 kg weight for Damaged Slope pitching without crate including cost of all material, T&P as directed by Engineer-in-Charge.
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