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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAccepted-AOC | ₹5.5 Cr | L1 | Accepted-AOC AS UPLOADED |
| 2 | L2₹5.6 Cr+₹18.3 L (3.36%)Rejected-AOC | ₹5.6 Cr+₹18.3 L (3.36%) | L2 | Rejected-AOC AS UPLOADED |
| 3 | L3₹5.8 Cr+₹29.7 L (5.45%)Rejected-AOC VILLAGE PATHRA POST BADGO THANA KHORABAR DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | ₹5.8 Cr+₹29.7 L (5.45%) | L3 | Rejected-AOC AS UPLOADED |
| 4 | L4₹5.9 Cr+₹43.0 L (7.88%)Rejected-AOC CHANDAULI | UTTAR PRADESH | 221009 | ₹5.9 Cr+₹43.0 L (7.88%) | L4 | Rejected-AOC AS UPLOADED |
| 5 | L5₹5.9 Cr+₹43.7 L (8.01%)Rejected-AOC AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹5.9 Cr+₹43.7 L (8.01%) | L5 | Rejected-AOC AS UPLOADED |
Tender Value
Refer Docs
EMD Value
₹15.3 L
Closing Date
17 Mar 2025, 4:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF SUPERINTENDING ENGINEER, GANDAK IRRIGATION WORKS CIRCLE-2, GORAKHPUR(U.P)
Project For Restoration Of Spur C at Km 6.800 And Laying Rcc Porcupines In 125 M Length On DS Of The Spur Of Chhitauni Bund On Right Bank Of Great Gandak River In District Kushinagar
2025_UPIDC_1014436_21
06/SE/2024-25
Open Tender
Civil Works
Item Rate
90 days
KUSHINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹15.3 L
GORAKHPUR
30 Mar 2025
6 Mar 2025
17 Mar 2025
6 Mar 2025
17 Mar 2025
6 Mar 2025
7 Mar 2025
Amount
Providing, filling and Placing of Mega geo Bags of size 2m x 1.5 m of non woven 240 gsm geo textile sheet filled with Local Earth/Sandy soil, wewing with machine for construction bace of launching apron including all cost of labour, material,T&P etc.required for proper completion of work as per direction of Engineer in charge.
Providing and laying Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) 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 having Zinc and polymer 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) 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 having Zinc and polymer 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) in Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 2.00x1.00x0.45 (1 no. diaphragm size 1x0.45m accross the length of Gabion ) Mesh type 10.00x12.00cm having Zinc and polymer 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) 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 3.00x2.00x0.45m (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 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 3.00x1.00x0.45m (2 No. diphragms size 2x0.45 accross the length of Gabion ) Mesh type 10.00x12.00cm having Zinc and polymer 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 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 2.00x1.00x0.45 (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.
Dismantling damaged Launching apron/slope pitching 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 having Zinc and polymer 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 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 laying R.C.C. Porcupines 3.0X3.0X3.0 m size by 3.0X0.10X0.10 cm size 6 no RCC members as per drawing filled with jhakhad and laying at proper position including cost of all materials, carriage, labour T&P etc required for proper completion of work as per direction of Engineer in-Charge.
Providing and fixing of Bamboo bracing 5cm to 8cm dia braced at top and bottom as per drawing including cost of all materials, carriage, labour T&P etc. required for proper completion of work as per direction of Engineer in-Charge.
Providing & Placing Bamboo Khunta & tieing RCC Porcupines at a interval of 20m C/C with all cost complete for proper completion of work. required for proper completion of work as per direction of Engineer in-Charge.
M/S ASHTBHUJA (BID ID -5051765)
M/S AJIT CONSTRUCTION AND ORDER SUPPLIER (BID ID -5049043)
ARVIND KUMAR SINGH (BID ID -5041950)
RAM SANEHI AND SONS (BID ID -5052497)
RAM NARAYAN YADAV (BID ID -5050369)
M/S R K CONSTRUCTION (BID ID -5045042)
M/S PRATAP CONSTRUCTION (BID ID -5038988)
M/S ARYAN ENTERPRISES (BID ID -5042657)
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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