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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 CrAccepted-AOC | ₹7.7 Cr | L1 | Accepted-AOC AS UPLOADED |
| 2 | L2₹8.0 Cr+₹39.2 L (5.12%)Rejected-AOC | ₹8.0 Cr+₹39.2 L (5.12%) | L2 | Rejected-AOC AS UPLOADED |
| 3 | L3₹8.1 Cr+₹47.7 L (6.23%)Rejected-AOC AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹8.1 Cr+₹47.7 L (6.23%) | L3 | Rejected-AOC AS UPLOADED |
| 4 | L4₹8.1 Cr+₹48.0 L (6.27%)Rejected-AOC 99 SUSHILA BIHAR BHUD BULANDSHAHAR | ₹8.1 Cr+₹48.0 L (6.27%) | L4 | Rejected-AOC AS UPLOADED |
| 5 | L5₹8.2 Cr+₹50.5 L (6.59%)Rejected-AOC | ₹8.2 Cr+₹50.5 L (6.59%) | L5 | Rejected-AOC AS UPLOADED |
| Sl No | Description | Qty | Unit | M/S CHAUDHARY ENTERPRISES L4 | RAM SANEHI AND SONS L3 | RAM NARAYAN YADAV L2 | ASHUTOSH KUMAR VERMA L1 | M/S CHANDRA MAULI MISHRA CONTRECTOR L6 | VIRAT CONSTRUCTION L5 | MS YADAV AND SONS L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | Earth work in excavation with rough dressing with intial lead of 30 m and lift upto 1.5 m for flood work for proper completion of work as per direction of Engineer in-Charge. | 28,160 | Cum | 75 ₹21,12,000 | 70 ₹19,71,200 | 70 ₹19,71,200 | 50 ₹14,08,000 Lowest | 75 ₹21,12,000 | 73 ₹20,55,680 | 71 ₹19,99,360 |
| 1.02 | Providing and Laying of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x2.00x0.45 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 10.00x12.00 cm polymer (PVC/PA6) 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 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing 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, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge. | 8,820 | Cum | 5,873 ₹5,17,99,860 | 5,850 ₹5,15,97,000 | 5,800 ₹5,11,56,000 | 5,600 ₹4,93,92,000 Lowest | 5,872 ₹5,17,91,040 | 5,870 ₹5,17,73,400 | 5,900 ₹5,20,38,000 |
| 1.03 | Providing and Laying of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x1.00x0.45 m ( 2 no. diaphragms size (1x0.45) across the length of gabion) Mesh type 10.00x12.00 cm polymer (PVC/PA6) 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 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing 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, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge. | 180 | Cum | 5,976 ₹10,75,680 | 5,900 ₹10,62,000 | 5,900 ₹10,62,000 | 5,700 ₹10,26,000 Lowest | 5,975 ₹10,75,500 | 5,973 ₹10,75,140 | 5,900 ₹10,62,000 |
| 1.04 | Preparation of sub grade including watering compaction for laying in slope in existing earth with excavater attached with roller for proper complection of work as per direction of Engineer in-Charge. | 6,250 | Sqm | 50 ₹3,12,500 | 50 ₹3,12,500 | 50 ₹3,12,500 | 50 ₹3,12,500 | 50 ₹3,12,500 | 49 ₹3,06,250 Lowest | 50 ₹3,12,500 |
| 1.05 | Providing and laying Geo Textile sheet made of 200 gsm woven with multifilament polypropylene yarn over prepared earthen surface for slope pitching i/c of all cost of materials, labour all taxes T&P etc as per direction of Engineer in-Charge. | 15,500 | Sqm | 115 ₹17,82,500 | 115 ₹17,82,500 | 110 ₹17,05,000 | 100 ₹15,50,000 Lowest | 114 ₹17,67,000 | 112.5 ₹17,43,750 | 115 ₹17,82,500 |
| 1.06 | Providing and Pitching of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x2.00x0.45 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 10.00x12.00 cm polymer (PVC/PA6) 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 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of pitching including all material, labour, T&P, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge. | 3,420 | Cum | 5,900 ₹2,01,78,000 | 5,950 ₹2,03,49,000 | 5,900 ₹2,01,78,000 | 5,600 ₹1,91,52,000 Lowest | 5,949 ₹2,03,45,580 | 5,945 ₹2,03,31,900 | 5,950 ₹2,03,49,000 |
| 1.07 | Providing and Pitching of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x1.00x0.45 m (2 no. diaphragms size (1x0.45) across the length of gabion) Mesh type 10.00x12.00 cm polymer (PVC/PA6) 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 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of pitching including all material, labour, T&P, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge. | 180 | Cum | 6,053 ₹10,89,540 | 6,050 ₹10,89,000 | 6,000 ₹10,80,000 | 5,600 ₹10,08,000 Lowest | 6,052 ₹10,89,360 | 6,050 ₹10,89,000 | 6,050 ₹10,89,000 |
| 1.08 | Providing and laying R.C.C. (1:1.5:3) Porcupines (3.0X3.0X3.0)m size with R.C.C. member of (by 3.0X0.10X0.10)m size, as per drawing, filled with jhakhar including cost of all materials, carriage, labour T&P etc with all porcupine tagged to each other by 8 SWG G.I. wire complete as per direction of Engineer in-Charge. | 301 | Set | 10,000 ₹30,10,000 | 10,500 ₹31,60,500 | 10,000 ₹30,10,000 | 9,000 ₹27,09,000 Lowest | 10,730 ₹32,29,730 | 10,725 ₹32,28,225 | 10,500 ₹31,60,500 |
Tender Value
Refer Docs
EMD Value
₹16.4 L
Closing Date
13 Mar 2026, 2:00 pmClosed
SUPERINTENDING ENGINEER
GANDAK IRRIGATION WORKS CIRCLE-2, GORAKHPUR(U.P)
Construction Of Revetment Between Km. 3.500 To 4.000 And Laying 3 Row R.C.C. Porcupine Of Ahiraulidan-Pipraghat Bund Situated On Right Bank Of River Great Gandak In District-Kushinagar.
2026_UPIDC_1122376_19
05/SE/2025-26
Open Tender
Civil Works
Item Rate
90 days
KUSHINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,354
₹16.4 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 in excavation with rough dressing with intial lead of 30 m and lift upto 1.5 m for flood work for proper completion of work as per direction of Engineer in-Charge.
Providing and Laying of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x2.00x0.45 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 10.00x12.00 cm polymer (PVC/PA6) 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 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing 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, carraige, 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 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x1.00x0.45 m ( 2 no. diaphragms size (1x0.45) across the length of gabion) Mesh type 10.00x12.00 cm polymer (PVC/PA6) 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 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing 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, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge.
Preparation of sub grade including watering compaction for laying in slope in existing earth with excavater attached with roller for proper complection of work as per direction of Engineer in-Charge.
Providing and laying Geo Textile sheet made of 200 gsm woven with multifilament polypropylene yarn over prepared earthen surface for slope pitching i/c of all cost of materials, labour all taxes T&P etc as per direction of Engineer in-Charge.
Providing and Pitching of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x2.00x0.45 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 10.00x12.00 cm polymer (PVC/PA6) 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 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of pitching including all material, labour, T&P, carraige, 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 Pitching of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x1.00x0.45 m (2 no. diaphragms size (1x0.45) across the length of gabion) Mesh type 10.00x12.00 cm polymer (PVC/PA6) 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 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of pitching including all material, labour, T&P, carraige, 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 R.C.C. (1:1.5:3) Porcupines (3.0X3.0X3.0)m size with R.C.C. member of (by 3.0X0.10X0.10)m size, as per drawing, filled with jhakhar including cost of all materials, carriage, labour T&P etc with all porcupine tagged to each other by 8 SWG G.I. wire complete as per direction of Engineer in-Charge.
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