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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC BANDWAN BLOCK PIA JAMUNA TOTKO JAM WS | NA | NA | 835201 | ₹5.0 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹5.0 LRejected-Finance BANDWAN BLOCK PIA JAMUNA TOTKO JAM WS | RANCHI | JHARKHAND | 829205 | ₹5.0 L | L2 | Rejected-Finance Higher Bidder |
| 3 | L3₹5.0 LRejected-Finance | ₹5.0 L | L3 | Rejected-Finance Higher Bidder |
Tender Value
₹5.0 L
EMD Value
₹10,064
Closing Date
17 Feb 2026, 12:00 pmClosed
EXECUTIVE ENGINEER PURULIA IRRIGATION DIVISION
BHATBANDH IRRIGATION COLONY RANCHI ROAD PURULIA 723101
MR to Pipe fall structure at Ch 41.00 including repairing of ghogs and strengthening of canal bank in between ch.32.00 ch.35.00 in LS of of Sankha Main canal in cw Sankha Irrigation Scheme in Block PS Balarampur Dist Purulia
2026_IWD_999259_5
WBIW/EE/PID/NIT-10(e)/25-26
Open Tender
CIVIL WORKS
120 days
Purulia
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,064
25 May 2026
6 Feb 2026
19 Feb 2026
6 Feb 2026
17 Feb 2026
6 Feb 2026
Cutting uprooting 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 all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. asperprofileincluding 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 both ways 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 with in a lead of, NB :- Measurement to be taken on the basis of stack measurement / pre post 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
Earthwork from borrowpits over existing embankmentor for repairs to embankment, closing breaches etc. with in an initial lead of 30metre and lift of 1.50metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile..
Earthwork in closing ghoges in embankments including cutting, filling, puddling with water and ramming including all leads and lifts, if necessary.
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge I. In all sorts of soil excluding marshy soil & rocks ( soft or hard ) by mnual means. a) upto 3 m depth. (iv) Without pumping out water and shoring.
Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similarmaterial below the soling (and in between layers when more than one layer is used) completes as per direction.(a) Single brick flat soling (thickness 75 mm.)
Ordinary Cement concrete (mix 1:1.5:3) 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
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
Plaster (to wall, floor, ceiling etc.)with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, Noing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] ii) With 1:4 cement mortar (b) 15 mm thick plaster
Neat cement punningabout 1.5mmthick inwall, dado,window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m
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