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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC RINDIA BAMUN PARA RINDIA DIST PURBA BARDHAMAN PIN 713420 | RINDIA | PURBA BARDHAMAN | WEST BENGAL | 713420 | ₹4.6 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹4.6 LRejected-Finance | ₹4.6 L | L2 | Rejected-Finance 2ND LOWEST BIDDER |
| 3 | L3₹4.6 LRejected-Finance CHAKTENTUL P O RONDIA DIST PURBA BARDHAMAN PIN 713420 | PURBA BARDHAMAN | WEST BENGAL | 713420 | ₹4.6 L | L3 | Rejected-Finance 3RD LOWEST BIDDER |
Tender Value
₹4.6 L
EMD Value
₹9,149
Closing Date
14 Jan 2026, 3:00 pmClosed
EE DHWD
Office of the Executive Engineer Damodar Headworks Division DVC NEW COLONY DURGAPUR-2
Maintenance and repair of outlets at ch. 568.00, 566.00, 432.00 (R/B) of PBC and strengthening of bank of PBC in between ch. 560.00 to ch. 610.00 of Mankar (I) Section of DC NO. II Sub-Division under Damodar Headworks Division.
2025_IWD_978118_32
WBIW/EE/DHWD/NIT-24(e)/2025-26
Open Tender
CIVIL WORKS
30 days
Mankar (I) Section
Please refer Tender documents.
4 documents required · 4 mandatory
₹9,149
Yes
30 Jan 2026
6 Jan 2026
14 Jan 2026
6 Jan 2026
14 Jan 2026
6 Jan 2026
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
Medium Sand Grading Zone II as per IS:383- 1970) stacked at site.
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation
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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