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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹4.4 LRejected-Finance | ₹4.4 L | L2 | Rejected-Finance 2nd Lowest |
| 3 | L2₹4.4 LRejected-Finance | ₹4.4 L | L2 | Rejected-Finance 2nd Lowest |
Tender Value
₹4.2 L
EMD Value
₹8,421
Closing Date
17 Feb 2026, 3:40 pmClosed
Executive Engineer Siliguri Irrigation Division
Executive Engineer Siliguri Irrigation Division,Siliguri
M/R to protection work on the R/B of river Buri Balason at Pithakhawa area in G.P.- Bidhannagar-I for a length of 60 m under Block and P.S.- Phansidewa, Dist.- Darjeeling.
2026_IWD_1002724_28
WBIW/EE/SLGID/NIT- 05e/25-26
Open Tender
CIVIL WORKS
60 days
Phansidewa
Please refer Tender documents.
8 documents required · 8 mandatory
₹8,421
Yes
16 Mar 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length).
Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.
Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.)
Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials).NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.
Extra rate for item no above for each additional lead of 60 metre or part thereof beyond the initial lead of 30 metre
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & 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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