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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC | ₹3.7 Cr | L1 | Accepted-AOC AS UPLOADED |
| 2 | L2₹4.0 CrRejected-AOC KH NO 17 B H U NO 74A KAUSHALPURI COLONY KHARGAPUR GOMTINAGAR LUCKNOW U P | ₹4.0 Cr | L2 | Rejected-AOC AS UPLOADED |
| 3 | L3₹4.0 CrRejected-AOC 190 B BILANDPUR NEW COLONY NEAR PRATAP COACHING GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | ₹4.0 Cr | L3 | Rejected-AOC AS UPLOADED |
| Sl No | Description | Qty | Unit | SIDH VINAYAK CONSTRUCTION & SUPPLIERS L1 | M/s Narayan Enterprises L2 | M/S ABHAY ASSOCIATES L3 |
|---|---|---|---|---|---|---|
| 1.01 | Earth work filling in embankment by mechanical excavator 0.90 cum bucket & power transport for a lead of up to 1 km including excavation, loading, unloading, manual compaction, levelling and dressing with all lift shall be applicable for lead up to 1 km including all labour, T&P, all taxes but excluding GST etc. for proper completion of work as per direction of Engineer in charge. | 1,067.78 | M3 | 150 ₹1,60,167 | 188 ₹2,00,742.64 | 190 ₹2,02,878.2 |
| 1.02 | Earth work excavation by Hydraulic excavator 0.90 cum bucket capacity including its proper disposal upto 30.0 m, lift 1.50 m, levelling & dressing, all labour, T&P with all taxes etc all complete but excluding GST as per direction of Engineer in charge. | 2,107.49 | M3 | 50 ₹1,05,374.5 | 80 ₹1,68,599.2 | 85 ₹1,79,136.65 |
| 1.03 | Providing and Laying/Dumping geo bag 200 gsm woven polypropylene geotextile filled with Local Earth/sandy soil in P.P. rope gabion size 1.80 X 1.80 X 0.50 m, mesh size 15cm X 15cm with lid and slings, polypropylene with adequate U.V. Stablizer 9.00mmx4 strand having a weight of 30gm/m, 1260 kg breaking strength rope and woven joint at Intersection of rope net 10000kg/m breaking strength in construction of base of launching apron including cost of all material, labour, carriage, T&P etc required for proper completion of work complete as per direction of Engineer in charge. | 1,075.75 | M3 | 2,500 ₹26,89,375 | 2,800 ₹30,12,100 | 2,900 ₹31,19,675 |
| 1.04 | Providing and Laying of MZP. stone boulder (25 to 60 Kg minimum dimension 200mm) for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 2.0 x 0.45)m (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 Plymer (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) including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge. | 3,559.35 | M3 | 5,500 ₹1,95,76,425 | 5,800 ₹2,06,44,230 | 5,750 ₹2,04,66,262.5 |
| 1.05 | Providing and Laying of MZP. stone boulder (25 to 60 Kg minimum dimension 200mm) for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 1.0 x 0.45)m (2 no. diaphragm size 1x0.45m across the length of gabion) Mesh Type 10.00x12.00cm Plymer (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) including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge. | 395.48 | M3 | 5,600 ₹22,14,688 | 5,800 ₹22,93,784 | 5,850 ₹23,13,558 |
| 1.06 | Dismantling, Stacking and Relaying boulder for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 2.0 x 0.45)m (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 Plymer (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) including all material, labour, T&P, all taxes but excluding cost of boulder and GST etc and tying with lacing wire all complete as per direction of Engineer in charge. | 531.23 | M3 | 1,900 ₹10,09,337 | 1,910 ₹10,14,649.3 | 1,915 ₹10,17,305.45 |
| 1.07 | Providing and Laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with pegs including cost of all materials, labour , preparation of surface,T&P etc all completed as per directions of Engineer in charge. | 5,157.84 | M2 | 80 ₹4,12,627.2 | 100 ₹5,15,784 | 105 ₹5,41,573.2 |
| 1.08 | Providing and Laying of MZP stone boulder (25 to 60 kg minimum dimension 200mm) for Slope Pitching in wire crate Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x2.00x0.45m (1 no. diaphragm size 3x0.45m along the gabion length and 2 No. diphragms size 2x0.45 accross the length of Gabion ) Mesh type 10.00x12.00cm polymer (PVC/PA6) coated Mesh wire dia. 2.70/3.70 mm (ID/OD) edged/selvedged dia. 3.4/4.4 mm (ID/OD) with partition at every 1.0m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twiste typing with lacing wire of dia 2.2/3.2mm(ID/OD) including cost of all material, labour, T&P, carriage, loading, unloading, Royality all taxes but excluding GST etc. and tying with lacing wire all complete. as per directions of Engineer in charge. | 1,001.65 | M3 | 5,600 ₹56,09,240 | 5,800 ₹58,09,570 | 5,850 ₹58,59,652.5 |
| 1.09 | Providing and Laying of MZP stone boulder (25 to 60 kg minimum dimension 200mm) for Slope Pitching in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 1.0 x 0.45)m (2 no. diaphragm size 1x0.45m across the length of gabion) Mesh Type 10.00x12.00cm Plymer (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) including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge. | 111.29 | M3 | 5,800 ₹6,45,482 | 5,900 ₹6,56,611 | 5,950 ₹6,62,175.5 |
| 1.10 | Providing & Laying R.C.C(1:1.5:3) Porcupine (3.0x3.0x3.0)m size with R.C.C. member of (3.0x0.10x0.10)m size as per drawing filled with jhankhar including cost of all materials, labour ,T&P, all taxes but excluding GST etc all complete as per direction of Engineer in charge. | 555 | Set | 7,800 ₹43,29,000 | 9,500 ₹52,72,500 | 9,600 ₹53,28,000 |
Tender Value
Refer Docs
EMD Value
₹8.4 L
Closing Date
13 Mar 2026, 2:00 pmClosed
SUPERINTENDING ENGINEER
GANDAK IRRIGATION WORKS CIRCLE-2, GORAKHPUR(U.P)
Restoration Nose and Down Stream Transition Of The Spur At Km 7.000 And Laying R.C.C. Porcupine In Three Row In 200 M. Length At Up Stream Of The Spur And 100 M. Length At Down Stream Of The Spur Of Amwa Khas Bund On Right Bank Of Great Gandak River
2026_UPIDC_1122376_15
05/SE/2025-26
Open Tender
Civil Works
90 days
KUSHINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,510
₹8.4 L
GORAKHPUR
9 Apr 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
7 Mar 2026
Earth work filling in embankment by mechanical excavator 0.90 cum bucket & power transport for a lead of up to 1 km including excavation, loading, unloading, manual compaction, levelling and dressing with all lift shall be applicable for lead up to 1 km including all labour, T&P, all taxes but excluding GST etc. for proper completion of work as per direction of Engineer in charge.
Earth work excavation by Hydraulic excavator 0.90 cum bucket capacity including its proper disposal upto 30.0 m, lift 1.50 m, levelling & dressing, all labour, T&P with all taxes etc all complete but excluding GST as per direction of Engineer in charge.
Providing and Laying/Dumping geo bag 200 gsm woven polypropylene geotextile filled with Local Earth/sandy soil in P.P. rope gabion size 1.80 X 1.80 X 0.50 m, mesh size 15cm X 15cm with lid and slings, polypropylene with adequate U.V. Stablizer 9.00mmx4 strand having a weight of 30gm/m, 1260 kg breaking strength rope and woven joint at Intersection of rope net 10000kg/m breaking strength in construction of base of launching apron including cost of all material, labour, carriage, T&P etc required for proper completion of work complete as per direction of Engineer in charge.
Providing and Laying of MZP. stone boulder (25 to 60 Kg minimum dimension 200mm) for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 2.0 x 0.45)m (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 Plymer (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) including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.
Providing and Laying of MZP. stone boulder (25 to 60 Kg minimum dimension 200mm) for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 1.0 x 0.45)m (2 no. diaphragm size 1x0.45m across the length of gabion) Mesh Type 10.00x12.00cm Plymer (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) including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.
Dismantling, Stacking and Relaying boulder for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 2.0 x 0.45)m (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 Plymer (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) including all material, labour, T&P, all taxes but excluding cost of boulder and GST etc and tying with lacing wire all complete as per direction of Engineer in charge.
Providing and Laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with pegs including cost of all materials, labour , preparation of surface,T&P etc all completed as per directions of Engineer in charge.
Providing and Laying of MZP stone boulder (25 to 60 kg minimum dimension 200mm) for Slope Pitching in wire crate Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x2.00x0.45m (1 no. diaphragm size 3x0.45m along the gabion length and 2 No. diphragms size 2x0.45 accross the length of Gabion ) Mesh type 10.00x12.00cm polymer (PVC/PA6) coated Mesh wire dia. 2.70/3.70 mm (ID/OD) edged/selvedged dia. 3.4/4.4 mm (ID/OD) with partition at every 1.0m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twiste typing with lacing wire of dia 2.2/3.2mm(ID/OD) including cost of all material, labour, T&P, carriage, 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) for Slope Pitching in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 1.0 x 0.45)m (2 no. diaphragm size 1x0.45m across the length of gabion) Mesh Type 10.00x12.00cm Plymer (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) including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.
Providing & Laying R.C.C(1:1.5:3) Porcupine (3.0x3.0x3.0)m size with R.C.C. member of (3.0x0.10x0.10)m size as per drawing filled with jhankhar including cost of all materials, labour ,T&P, all taxes but excluding GST etc all complete as per direction of Engineer in charge.
Dry brick on edge soling including preparation of sub grade and filling joints with local sand including cost of sand and cost of all materials, labour ,T&P, all taxes but excluding GST etc all complete as per direction of Engineer in charge.
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