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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | ₹1.6 L | L1 | Accepted-AOC 1stLowest |
| 2 | L2₹1.6 LRejected-AOC | ₹1.6 L | L2 | Rejected-AOC 2ndLowest |
| 3 | L3₹1.6 LRejected-AOC | ₹1.6 L | L3 | Rejected-AOC 3rdLowest |
Tender Value
₹1.6 L
EMD Value
₹3,255
Closing Date
18 Feb 2026, 2:00 pmClosed
E.E PIPD
Office of the Executive Engineer, PIPD, Purulia,Bhatbundh Irrigation Colony, Purulia.
M/R to Left Bank Main Canal in between 4080 m to 5310 m, 5400 m to 6900 m in connection with Tatko (I) Scheme.
2026_IWD_1000011_13
WBIW/EE/PUAPWI001/eNIT06/25-26
Open Tender
CIVIL WORKS
90 days
Bandwan
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,255
2 Mar 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
10 Feb 2026 - 18 Feb 2026
Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants,upto 30cm. Girth including removing as directed by Engineer-in-charge.
Earthwork in excavation in the canals / drainage channels/borrowpits/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 30metre 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/ localsoil/ soil mixed with moorum or kankar/silt, dry or moist / slushy silt / sticky soil.
Earthwork from borrowpits over existing embankment or for repairs to embankment, closing breaches etc.within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25cm .and roughdressing etc.complete as per profile.
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. A) Beyond 500 metre and upto 1.00 km.
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