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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC | ₹3.2 Cr | L1 | Accepted-AOC AS UPLOADED |
| 2 | L2₹3.3 CrRejected-AOC | ₹3.3 Cr | L2 | Rejected-AOC AS UPLOADED |
| 3 | L3₹3.4 CrRejected-AOC | ₹3.4 Cr | L3 | Rejected-AOC AS UPLOADED |
| 4 | L4₹3.4 CrRejected-AOC 0 JANKI NAGAR NEAR SURAJ HOTEL GONDA UTTAR PRADESH 271001 | GONDA | UTTAR PRADESH | 271001 | ₹3.4 Cr | L4 | Rejected-AOC AS UPLOADED |
| 5 | L5₹3.4 CrRejected-AOC | ₹3.4 Cr | L5 | Rejected-AOC AS UPLOADED |
| Sl No | Description | Qty | Unit | M/S ARVIND KUMAR DUBEY L1 | AMAR NATH PANDEY L3 | M/s Raja Ram Shukla Contractor L8 | M/S VIVEK CONSTRACTION L5 | DILIP KUMAR YADAV L2 | M/s Shree Dauji Enterprises L7 | GHANSHYAM CHAUBAY L6 | M/s PARI ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | Earth work in cutting for making proper slope & profile with dressing including including cost of all lead & lift, labour, T&P etc. complete with proper disposal of earth requried for proper complition of work as per direction of Engineer in-Charge. | 2,096.41 | Cum | 50 ₹1,04,820.5 | 45 ₹94,338.45 | 49.75 ₹1,04,296.4 | 48.5 ₹1,01,675.89 | 29 ₹60,795.89 | 55 ₹1,15,302.55 | 49 ₹1,02,724.09 | 50 ₹1,04,820.5 |
| 1.02 | Earth work in filling for making proper section and slope with dresing to profile including cost of all lead & lift, labour, T&P etc. complete with proper disposal of earth requried for proper complition of work as per direction of Engineer in-Charge. | 1,630 | Cum | 45 ₹73,350 | 55 ₹89,650 | 56.72 ₹92,453.6 | 55.29 ₹90,122.7 | 39 ₹63,570 | 60 ₹97,800 | 55 ₹89,650 | 57 ₹92,910 |
| 1.03 | Providing & laying HDPE Woven bag filled with silt/sandy soil 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 etc required for proper completion of work complete as per direction of Engineer in-Charge. | 1,302.06 | Cum | 425 ₹5,53,375.5 | 799 ₹10,40,345.94 | 858.19 ₹11,17,414.87 | 836.62 ₹10,89,329.44 | 569 ₹7,40,872.14 | 810 ₹10,54,668.6 | 862 ₹11,22,375.72 | 800 ₹10,41,648 |
| 1.04 | Providing and laying of Mirzapur stone boulder (25 to 40 kg minimum dimension 200 mm) in Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard Class 2 as per IS code 16014:2024 of required sizes 3.0x2.0x0.45m ( 1 no. diaphragm Size 3x0.45 m along the crate length and 2 No. diaphragms size 1x0.45 across the length of crate ) Mesh type 10.00x12.00 CM Polymer (PVC/PA6/Other Advance Polymer) coated , Mesh wire diameter 2.70/3.70 mm (ID/OD), edged/Selvedged dia 3.40/4.40 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) 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 as per drawing all complete as per directions of engineer-in- charge. | 1,973.7 | Cum | 5,620 ₹1,10,92,194 | 5,859 ₹1,15,63,908.3 | 5,921.41 ₹1,16,87,086.92 | 5,772.63 ₹1,13,93,439.83 | 5,649 ₹1,11,49,431.3 | 5,800 ₹1,14,47,460 | 5,900 ₹1,16,44,830 | 5,780 ₹1,14,07,986 |
| 1.05 | Providing and laying of Mirzapur stone boulder (25 to 40 kg minimum dimension 200 mm) in Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard Class 2 as per IS code 16014:2024 of required sizes 3.0x1.0x0.45m ( 2 No. diaphragms size 1x0.45 across the length of Gabion) Mesh type 10.00x12.00 CM Polymer (PVC/PA6/Other Advance Polymer) coated , Mesh wire diameter 2.70/3.70 mm (ID/OD), edged/Selvedged dia 3.40/4.40 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) 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 as per drawing all complete as per directions of engineer-in- charge. | 1,330.2 | Cum | 5,725 ₹76,15,395 | 5,859 ₹77,93,641.8 | 6,024.89 ₹80,14,308.68 | 5,873.51 ₹78,12,943 | 5,948 ₹79,12,029.6 | 6,000 ₹79,81,200 | 5,800 ₹77,15,160 | 5,900 ₹78,48,180 |
| 1.06 | Providing and laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with pegs including preparation of surface as per direction of Engineer-in-charge. (Per Sqm) | 10,786.6 | Sqm | 70 ₹7,55,062 | 99 ₹10,67,873.4 | 125.37 ₹13,52,316.04 | 122.22 ₹13,18,338.25 | 85 ₹9,16,861 | 120 ₹12,94,392 | 120 ₹12,94,392 | 110 ₹11,86,526 |
| 1.07 | Providing and laying of Mirzapur stone boulder (25 to 40 kg minimum dimension 200 mm) in Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard Class 2 as per IS code 16014:2024 of required sizes 3.0x1.0x0.30m ( 2 No. diaphragms size 1x0.30 across the length of Gabion) Mesh type 10.00x12.00 CM Polymer (PVC/PA6/Other Advance Polymer) coated , Mesh wire diameter 2.70/3.70 mm (ID/OD), edged/Selvedged dia 3.40/4.40 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) 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 as per drawing all complete as per directions of engineer-in- charge. | 1,996.8 | Cum | 5,850 ₹1,16,81,280 | 6,300 ₹1,25,79,840 | 6,484.8 ₹1,29,48,848.64 | 6,321.87 ₹1,26,23,510.02 | 6,330 ₹1,26,39,744 | 6,400 ₹1,27,79,520 | 6,300 ₹1,25,79,840 | 6,300 ₹1,25,79,840 |
Tender Value
Refer Docs
EMD Value
₹7.1 L
Closing Date
13 Mar 2026, 2:00 pmClosed
SUPERINTENDING ENGINEER
GANDAK IRRIGATION WORKS CIRCLE-2, GORAKHPUR(U.P)
Flood Protection Works Between Kilometer 0.490 To 0.660, Kilometer 0.960 To 1.185, Kilometer 4.075 To 4.225, And Kilometer 4.570 To 4.760 Of The Ramnagar Thuthibari Embankment On The Right Bank Of The Chandan River And The Left Bank Of The Pyas River
2026_UPIDC_1122376_28
05/SE/2025-26
Open Tender
Civil Works
90 days
Maharajganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,904
₹7.1 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 in cutting for making proper slope & profile with dressing including including cost of all lead & lift, labour, T&P etc. complete with proper disposal of earth requried for proper complition of work as per direction of Engineer in-Charge.
Earth work in filling for making proper section and slope with dresing to profile including cost of all lead & lift, labour, T&P etc. complete with proper disposal of earth requried for proper complition of work as per direction of Engineer in-Charge.
Providing & laying HDPE Woven bag filled with silt/sandy soil 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 etc required for proper completion of work complete as per direction of Engineer in-Charge.
Providing and laying of Mirzapur stone boulder (25 to 40 kg minimum dimension 200 mm) in Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard Class 2 as per IS code 16014:2024 of required sizes 3.0x2.0x0.45m ( 1 no. diaphragm Size 3x0.45 m along the crate length and 2 No. diaphragms size 1x0.45 across the length of crate ) Mesh type 10.00x12.00 CM Polymer (PVC/PA6/Other Advance Polymer) coated , Mesh wire diameter 2.70/3.70 mm (ID/OD), edged/Selvedged dia 3.40/4.40 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) 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 as per drawing all complete as per directions of engineer-in- charge.
Providing and laying of Mirzapur stone boulder (25 to 40 kg minimum dimension 200 mm) in Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard Class 2 as per IS code 16014:2024 of required sizes 3.0x1.0x0.45m ( 2 No. diaphragms size 1x0.45 across the length of Gabion) Mesh type 10.00x12.00 CM Polymer (PVC/PA6/Other Advance Polymer) coated , Mesh wire diameter 2.70/3.70 mm (ID/OD), edged/Selvedged dia 3.40/4.40 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) 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 as per drawing all complete as per directions of engineer-in- charge.
Providing and laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with pegs including preparation of surface as per direction of Engineer-in-charge. (Per Sqm)
Providing and laying of Mirzapur stone boulder (25 to 40 kg minimum dimension 200 mm) in Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard Class 2 as per IS code 16014:2024 of required sizes 3.0x1.0x0.30m ( 2 No. diaphragms size 1x0.30 across the length of Gabion) Mesh type 10.00x12.00 CM Polymer (PVC/PA6/Other Advance Polymer) coated , Mesh wire diameter 2.70/3.70 mm (ID/OD), edged/Selvedged dia 3.40/4.40 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) 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 as per drawing all complete as per directions of engineer-in- charge.
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