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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-Finance | ₹8.7 L | L1 | Accepted-Finance Lowest rate quoted. |
| 2 | L2₹8.9 LRejected-Finance BANGITOLA DIST MALDA MALDA | PURBA BARDHAMAN | WEST BENGAL | 713148 | ₹8.9 L | L2 | Rejected-Finance Higher rate quoted. |
| 3 | L3₹8.9 LRejected-Finance BANGITOLA DIST MALDA | BIRBHUM | WEST BENGAL | 713129 | ₹8.9 L | L3 | Rejected-Finance Higher rate quoted. |
Tender Value
₹8.7 L
EMD Value
₹17,358
Closing Date
17 Feb 2026, 4:55 pmClosed
EXECUTIVE ENGINEER, MALDA IRRIGATION DIVISION
Green Park, Malda
Procurement of Cement Gunny Bags, Poly Bags, Nylon Crates and Earth at Godown of Malda Irrigation Sub-Division Office for Emergent Restoration work at Shedule D Embankment and maintenance of Sluice Regulating Gates
2026_IWD_1002519_5
WBIW/EE/MID/eNIT-10/2025-26
Open Tender
CIVIL WORKS
140 days
Block English Bazar, Dist Malda
Please refer Tender documents.
8 documents required · 8 mandatory
₹17,358
Yes
6 May 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
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 oragreegates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within alead 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.
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site.
Earthwork in excavation in all kinds of soil for making embank-ments, repairs to the embank-ment, closing breaches etc. as per profile inclu-ding supply and transporting the earth by truck or tractor or any othermechanical means on land , including loading, transporting, unloadingand 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 / prepostwork section measurement after deduction of void as per norms.Noextra payment will be made for stacking. A) Beyond 500 metre and upto 1.00 km
Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
Painting block letters or digits in Black Japan or any approved paint as per direction. c) Size above 4 cm. and upto 5 cm.
Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
Oiling, cleaning & greasing the regulator gate & gate parts including guide channel, top runner, pedestal block, gear rods, wheel, fish plate etc. with sufficient lubricant as and when necessary as directed by the Engineer-in-charge including cost of all materials to site complete.
Taking out sluice gate draw shutter gearing arrangements & pedestal including refitting the same with new nuts & bolts where necessary. a) Up to 4 sqm. (i) Taking out and refitting the same.
Supplying, fitting & fixing in position rubber seal arrangements with musical note harmonic 'J' type for making water tight in both up and down stream of draw shutter as well as flap shutter including guide paths, additional M. S. flats, bolts and nuts for fixing the rubber seal in position including fabrication cost and carriage of all materials to site and complete as per direction of the Engineer-incharge. (a)Flat Type Rubber Seal (i) 59 mm x 6 mm
Replacing skin plate, channels, angles etc only of draw/flap shutter including cutting the old skin plate, channels angles etc. as necessary in required shape and replacing the old one by new plate channels, angles etc. including run weilding and tag weilding where necessary including removing rust from existing frame by chipping emery clothing the surface and painting with two coats of red lead primer as per direction of the Engineer-in -charge complete.
Painting with ready mixed Black Japan of approved make and brand including smoothening surface b) Two coats
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary (a) On timber or plastered surface :(ii) Two coats (white in shade)
Earth work 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 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 of the Engineer in charge. a) Ordinary soil/local soil/soil mixed with moorum or kankar/silt, dry or moist/slushy silt/sticky soil.
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
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, nosing 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
Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, ground floor
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