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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 CrAccepted-AOC VILLAGE PATHRA POST BADGO THANA KHORABAR DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | ₹7.9 Cr | L1 | Accepted-AOC AS UPLOADED |
| 2 | L2₹8.2 CrRejected-AOC | ₹8.2 Cr | L2 | Rejected-AOC AS UPLOADED |
| 3 | L3₹8.3 CrRejected-AOC | ₹8.3 Cr | L3 | Rejected-AOC AS UPLOADED |
| 4 | L4₹9.7 CrRejected-AOC FARIDPUR PACHKHORA BALLIA U P | BALLIA | BALLIA | UTTAR PRADESH | ₹9.7 Cr | L4 | Rejected-AOC AS UPLOADED |
| 5 | L5₹10.0 CrRejected-AOC C 65 RDC RAJNAGAR DISTRICT GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹10.0 Cr | L5 | Rejected-AOC AS UPLOADED |
| Sl No | Description | Qty | Unit | M/S AJIT CONSTRUCTION AND ORDER SUPPLIER L1 | MS YADAV AND SONS L3 | Shri Krishna Construction Projects Pvt Ltd L5 | PRATAP CONSTRUCTION L4 | ASHUTOSH KUMAR VERMA L2 |
|---|---|---|---|---|---|---|---|---|
| 1.01 | Earth work in excavation with rough dressing with initials lead of 30m & lift up to 1.50m for flood work as per direction of Engineer in- charge. | 990 | cum | 50 ₹49,500 | 50 ₹49,500 | 75 ₹74,250 | 72.75 ₹72,022.5 | 70 ₹69,300 |
| 1.02 | Providing and placing geo bag 200 gsm woven polypropylene geotextile filled with Local Sandy soil/RBM 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 42gm/m, 1560 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. | 13,927.1 | cum | 1,900 ₹2,64,61,490 | 2,000 ₹2,78,54,200 | 2,928 ₹4,07,78,548.8 | 2,841.08 ₹3,95,68,005.27 | 1,900 ₹2,64,61,490 |
| 1.03 | Dismantling damaged Launching apron and relaying of taken out stone boulders in 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) for construction of launching apron 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. | 1,475.3 | cum | 1,875 ₹27,66,187.5 | 1,400 ₹20,65,420 | 1,955 ₹28,84,211.5 | 1,896.35 ₹27,97,685.16 | 1,400 ₹20,65,420 |
| 1.04 | Providing and laying Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) for Launching Apron in 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) for construction of launching apron 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. | 6,326.2 | cum | 5,500 ₹3,47,94,100 | 5,930 ₹3,75,14,366 | 5,968 ₹3,77,54,761.6 | 5,806.62 ₹3,67,33,839.44 | 5,800 ₹3,66,91,960 |
| 1.05 | Providing and laying Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) for Launching Apron in Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x1.00x0.45m (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) for construction of launching apron 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. | 333 | cum | 5,600 ₹18,64,800 | 5,800 ₹19,31,400 | 6,089 ₹20,27,637 | 5,907.21 ₹19,67,100.93 | 5,800 ₹19,31,400 |
| 1.06 | Providing and laying Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) for Slope Pitching in Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x2.00x0.45 (1 no. diaphragm size 1x0.45m 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 twist tying 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. | 933 | cum | 5,700 ₹53,18,100 | 5,950 ₹55,51,350 | 6,063 ₹56,56,779 | 5,881.31 ₹54,87,262.23 | 5,800 ₹54,11,400 |
| 1.07 | Providing and laying Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) for Slope Pitching in Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x1.00x0.45 (1 no. diaphragm size 1x0.45m 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 twist tying 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. | 49.1 | cum | 5,500 ₹2,70,050 | 5,800 ₹2,84,780 | 6,166 ₹3,02,750.6 | 5,981.51 ₹2,93,692.14 | 5,800 ₹2,84,780 |
| 1.08 | Laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with peg including preparation of surface for proper completion of work as per direction of Engineer Incharge . | 7,299.6 | sqm | 80 ₹5,83,968 | 100 ₹7,29,960 | 115 ₹8,39,454 | 111.55 ₹8,14,270.38 | 100 ₹7,29,960 |
| 1.09 | Supplying and laying of brick on edge on the top of spur including labour T&P etc complete as per direction of Engineer Incharge . | 2,785 | sqm | 450 ₹12,53,250 | 300 ₹8,35,500 | 563 ₹15,67,955 | 546.87 ₹15,23,032.95 | 500 ₹13,92,500 |
| 1.10 | Providing & Laying of R.C.C Porcupine with 6 no RCC members of Size 3.0x0.10x0.10m with C.C. (1:1.5:3) by crussed stone grit 10-12.50mm and course sand of FM more than 2 and Tor steel as per drawing , filled with jhakhar including cost of all material, labour, carriage, T&P etc with all porcupine tagged to each other by 8 SWG G.I. wire complete for proper completion of work as per direction of Engineer Incharge . | 711 | set | 7,500 ₹53,32,500 | 8,300 ₹59,01,300 | 10,766 ₹76,54,626 | 10,443.25 ₹74,25,150.75 | 9,000 ₹63,99,000 |
Tender Value
Refer Docs
EMD Value
₹20 L
Closing Date
13 Mar 2026, 2:00 pmClosed
SUPERINTENDING ENGINEER
GANDAK IRRIGATION WORKS CIRCLE-2, GORAKHPUR(U.P)
Restoration Of Veerbhar Spur At Km. 12.700 And Construction 05 Nos. Of Cutters In Up Stream Of Shank Portion And Laying Of Rcc Porcupines In 225 M Length In Up Stream And 100 M Length In Down Stream Of Spur Of Chhitauni Bund Located On The Right Ban
2026_UPIDC_1122376_13
05/SE/2025-26
Open Tender
Civil Works
90 days
KUSHINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,354
₹20 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 initials lead of 30m & lift up to 1.50m for flood work as per direction of Engineer in- charge.
Providing and placing geo bag 200 gsm woven polypropylene geotextile filled with Local Sandy soil/RBM 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 42gm/m, 1560 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.
Dismantling damaged Launching apron and relaying of taken out stone boulders in 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) for construction of launching apron 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 Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) for Launching Apron in 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) for construction of launching apron 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 Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) for Launching Apron in Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x1.00x0.45m (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) for construction of launching apron 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 Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) for Slope Pitching in Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x2.00x0.45 (1 no. diaphragm size 1x0.45m 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 twist tying 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 Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) for Slope Pitching in Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x1.00x0.45 (1 no. diaphragm size 1x0.45m 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 twist tying 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.
Laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with peg including preparation of surface for proper completion of work as per direction of Engineer Incharge .
Supplying and laying of brick on edge on the top of spur including labour T&P etc complete as per direction of Engineer Incharge .
Providing & Laying of R.C.C Porcupine with 6 no RCC members of Size 3.0x0.10x0.10m with C.C. (1:1.5:3) by crussed stone grit 10-12.50mm and course sand of FM more than 2 and Tor steel as per drawing , filled with jhakhar including cost of all material, labour, carriage, T&P etc with all porcupine tagged to each other by 8 SWG G.I. wire complete for proper completion of work as per direction of Engineer Incharge .
Supplying and fixing of Bamboo 5cm to 8cm dia braced at top and bottom as per drawing including cost of materials, carriage, labour T&P etc complete for proper completion of work as per direction of Engineer Incharge .
Supplying & Placing Bamboo Khunta & tieing RCC Porcupines at a interval of 20m C/C with all cost complete for proper completion of work as per direction of Engineer Incharge .
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