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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAccepted-AOC | ₹3.1 Cr | L1 | Accepted-AOC AS UPLOADED |
| 2 | L2₹3.1 CrRejected-AOC | ₹3.1 Cr | L2 | Rejected-AOC AS UPLOADED |
| 3 | Rejected-Technical 14 15 VINAY NAGAR VIJITEM PUBLIC SCHOOL QUARSI RAMGHAT ROAD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | - | - | Rejected-Technical AS UPLOADED |
| Rank | Bidder | Total Amount |
|---|---|---|
| L1 | M/S CHHATRA SHAKTI ASSOCIATES Bid ID 5966882 | ₹3,08,64,677.55 |
| L2 | M/S MILAN CONSTRUCTIONS Bid ID 5966918 | ₹3,11,77,226.2 |
| Sl No | Description | Qty | Unit | M/S CHHATRA SHAKTI ASSOCIATES L1 | M/S MILAN CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.01 | Earth work in cutting for making proper slope and profile with dressing including cost of all lead and lift, labour, T&P etc. complete with proper disposal of earth required for proper completion of work as per drawing in direction of Engineer in charge. | 12,483.29 | m3 | 47 ₹5,86,714.63 | 50 ₹6,24,164.5 |
| 1.02 | Earth work in filling with complete dressing and manual compaction over geobag pitching for protection U/V rays and sunlight including lift upto 1.5m and lead upto 30m cost of all material, earth, labour, T&P etc. required for proper completion of work as per drawing in direction of Engineer in charge. | 2,051.02 | m3 | 51 ₹1,04,602.02 | 57 ₹1,16,908.14 |
| 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 drawing in direction of Engineer in charge. | 4,056.87 | m3 | 850 ₹34,48,339.5 | 862 ₹34,97,021.94 |
| 1.04 | Providing filling and placing of Geotextile tube of size 3.00 m dia. , 20m long made of 80KN bi-axial strength multifilament woven geotextile as confirming IS code 16393:2015 (technofab, Garware, Geofab etc) with sand by mud pump at design slope of affected reach upto 500 m as per drawing in direction of Engineer in charge. | 60 | Nos | 62,000 ₹37,20,000 | 63,000 ₹37,80,000 |
| 1.05 | Providing filling and placing of Geotextile tube of size 3.00 m dia. , 10m long made of 80KN bi-axial strength multifilament woven geotextile as confirming IS code 16393:2015 (technofab, Garware, Geofab etc) with sand by mud pump at design slope of affected reach upto 500 m as per drawing in direction of Engineer in charge. | 12 | Nos | 42,000 ₹5,04,000 | 42,300 ₹5,07,600 |
| 1.06 | Providing & laying Geo textile Bag 200GSM woven polypropylene Geotextile in size (1.00x0.75)M filled with local earth including cost of all material, earth, labour, T&P etc required for proper completion of work as per drawing in direction of Engineer in charge. | 20,237.3 | m2 | 370 ₹74,87,801 | 372 ₹75,28,275.6 |
| 1.07 | Providing & Laying of one set of R.C.C.Porcupine (3x0.10x 0.10m) in 1:1.5:3 filling with jhakar and knitting 8 SWG GI wire 20x20cm mesh size all around and tagged with each other including cost of all lead ,lift ,material,labour, T&P etc required for proper completion of work on as per drawing in direction of engineer in charge. | 186 | unit | 11,000 ₹20,46,000 | 11,086 ₹20,61,996 |
| 1.08 | Providing and laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with pegs including preparation of surface (Per Sqm) as per drawing in direction of engineer in charge. | 4,806.42 | m2 | 120 ₹5,76,770.4 | 126 ₹6,05,608.92 |
| 1.09 | Providing and laying of Mirzapur stone boulder 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 dia. 2.70/3.70 mm (ID/OD), edged/Selvedged diameter 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) for construction of launching apron and Gabion wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc and tying with lacing wire as per drawing in direction of Engineer in charge. | 261 | m3 | 6,000 ₹15,66,000 | 6,055 ₹15,80,355 |
| 1.10 | Providing and laying of Mirzapur stone boulder 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. diaphragms Size 3x0.45 m along the crate length and 2 No. diaphragms size 1x0.45 across the length of crate and 1no diaphragms size 3x0.45) 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, carriage, loading, unloading, Royality, all taxes but excluding GST etc and tying with lacing wire as per drawing in direction of Engineer in charge. | 652.5 | m3 | 5,900 ₹38,49,750 | 5,951 ₹38,83,027.5 |
Tender Value
Refer Docs
EMD Value
₹6.3 L
Closing Date
13 Mar 2026, 2:00 pmClosed
SUPERINTENDING ENGINEER
GANDAK IRRIGATION WORKS CIRCLE-2, GORAKHPUR(U.P)
Anti-Erosion Work Between Km 1.250 To Km 1.550, Km 7.050 To Km 7.085, Km 7.185 To Km 7.285, Km 12.200 To Km 12.310 And Km 20.360 To Km 20.500 Of Zardi Domra Bund On Left Bank Of River Rohin In District Maharajganj
2026_UPIDC_1122376_24
05/SE/2025-26
Open Tender
Civil Works
90 days
Maharajganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,474
₹6.3 L
GORAKHPUR
16 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 and profile with dressing including cost of all lead and lift, labour, T&P etc. complete with proper disposal of earth required for proper completion of work as per drawing in direction of Engineer in charge.
Earth work in filling with complete dressing and manual compaction over geobag pitching for protection U/V rays and sunlight including lift upto 1.5m and lead upto 30m cost of all material, earth, labour, T&P etc. required for proper completion of work as per drawing in 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 drawing in direction of Engineer in charge.
Providing filling and placing of Geotextile tube of size 3.00 m dia. , 20m long made of 80KN bi-axial strength multifilament woven geotextile as confirming IS code 16393:2015 (technofab, Garware, Geofab etc) with sand by mud pump at design slope of affected reach upto 500 m as per drawing in direction of Engineer in charge.
Providing filling and placing of Geotextile tube of size 3.00 m dia. , 10m long made of 80KN bi-axial strength multifilament woven geotextile as confirming IS code 16393:2015 (technofab, Garware, Geofab etc) with sand by mud pump at design slope of affected reach upto 500 m as per drawing in direction of Engineer in charge.
Providing & laying Geo textile Bag 200GSM woven polypropylene Geotextile in size (1.00x0.75)M filled with local earth including cost of all material, earth, labour, T&P etc required for proper completion of work as per drawing in direction of Engineer in charge.
Providing & Laying of one set of R.C.C.Porcupine (3x0.10x 0.10m) in 1:1.5:3 filling with jhakar and knitting 8 SWG GI wire 20x20cm mesh size all around and tagged with each other including cost of all lead ,lift ,material,labour, T&P etc required for proper completion of work on as per drawing in direction of engineer in charge.
Providing and laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with pegs including preparation of surface (Per Sqm) as per drawing in direction of engineer in charge.
Providing and laying of Mirzapur stone boulder 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 dia. 2.70/3.70 mm (ID/OD), edged/Selvedged diameter 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) for construction of launching apron and Gabion wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc and tying with lacing wire as per drawing in direction of Engineer in charge.
Providing and laying of Mirzapur stone boulder 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. diaphragms Size 3x0.45 m along the crate length and 2 No. diaphragms size 1x0.45 across the length of crate and 1no diaphragms size 3x0.45) 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, carriage, loading, unloading, Royality, all taxes but excluding GST etc and tying with lacing wire as per drawing in 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 3.0x1.0x0.30m ( 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) for construction of launching apron and Gabion wall including all material,labour, T&P, carriage,loading,unloading, Royality, all taxes but excluding GST etc and tying with lacing wire as per drawing in 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 3.0x2.0x0.30m ( 1 no. diaphragm Size 3x0.30 m along the crate length and 2 No. diaphragms size 1x0.30 across the length of crate and 1no diapheagms size 3x0.30) 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) for construction of launching apron and gabion wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc and tying with wire as per drawing in direction of Engineer in charge.
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