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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC RAJBARIPARA JALPAIGURI | JALPAIGURI | JALPAIGURI | WEST BENGAL | 735101 | ₹6.8 L | L1 | Accepted-AOC LOWEST AMOUNT QUOTED. |
| 2 | L2₹6.8 LRejected-Finance PANDAPARA JALPAIGURI | JALPAIGURI | WEST BENGAL | ₹6.8 L | L2 | Rejected-Finance HIGH BID VALUE |
| 3 | L3₹6.9 LRejected-Finance PANDA PARA JALPAIGURI | JALPAIGURI | JALPAIGURI | WEST BENGAL | ₹6.9 L | L3 | Rejected-Finance HIGH BID VALUE |
Tender Value
₹6.8 L
EMD Value
₹13,595
Closing Date
13 Feb 2026, 4:55 pmClosed
Executive Engineer Jalpaiguri Irri Divn
Office of the Executive Engineer JalpaiguriIrrigation Division, Club Road, Jalpaiguri.
MR to Panditpara embankment along the right bank of river Dharala from Ch-3200M to Ch- 3500 M For a length of 300M) at Chapadanga G.P, Block Kranti, Dist.- Jalpaiguri.
2026_IWD_999395_19
WBIW/EE/JID/eNIT-30(e)/2025-26
Open Tender
CIVIL WORKS
21 days
KRANTI MAL
Please refer Tender documents.
8 documents required · 8 mandatory
₹13,595
Yes
18 Mar 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
Making rectangular/ circular sausage cage with 10 SWG galvanized iron wire of 150mm x 150mm mesh wire netting with proper lapping of minimum 150 mm including sewing the joints with 12 SWG GI wire and supply of all materials and equipments includng placing the sausage cage in position,filling the same with boulder or lump aggregates complete as per direction of the Engineer-in charge but excluding the cost of boulder / lump aggregate sand its carriage up to site.(Cost is excluding the cost of end pieces) h) 1.50 metre diameter.
Supplying,fitting,fixing end pieces for rectangular /square /circular sausages at the ends, with 10SWG / 8SWG GI wirenet of different mesh sizes tying & sewing the same maintaning a lap length of 150 mm all around with 12 SWG GI wire complete, including the cost of supply of wirenetting , fitting etc, complete as per direction of the Engineer-in-charge. e) Mesh size 150 mm x 150 mm with 10 SWG wire
Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.
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