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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.4 LAccepted-AOC ASTANA ROAD BASIRHAT DIST NORTH 24 PARGANAS | BASIRHAT | NORTH 24 PARGANAS | WEST BENGAL | ₹14.4 L | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹14.4 LRejected-AOC VILL CHAMPALI P O NURPUR P S MINAKHAN NORTH 24 PARGANAS | NORTH 24 PARGANAS | WEST BENGAL | ₹14.4 L | L2 | Rejected-AOC 2nd Lowest |
| 3 | L3₹14.4 LRejected-AOC GORAHA ITAHAR U DINAJPUR | ITAHAR | UTTAR DINAJPUR | WEST BENGAL | ₹14.4 L | L3 | Rejected-AOC 3rd Lowest |
Tender Value
₹14.4 L
EMD Value
₹28,889
Closing Date
23 Feb 2026, 5:00 pmClosed
EE/BID
Office of the Executive Engineer Basirhat Irrigation Division Postal address Dhaltitha with Telephone No. 03217 265258
Renovation of Bedemari sluice at R B of river Dansa at mouza Bedemari in Block Hasnabad in the district of North 24 Parganas of Kalinagar Irrigation Sub Division under Basirhat Irrigation Division.
2026_IWD_1000187_49
e NIT No. -WBIW/EE/BID/e-NIT- 29 of 2025-26
Open Tender
CIVIL WORKS
45 days
Mouza Bedemari
Please refer Tender documents.
5 documents required · 5 mandatory
₹28,889
19 Mar 2026
10 Feb 2026
25 Feb 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (ii) 12.5 cm av. Diameter
Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (ii) 12.5 cm av. Diameter
Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. (a) Width of thinner end above 10 cm. and less than 15 cm. (i) Jhaw / Eucalyptus.
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 (210x24) having tensile strength not less than 250Kg./sq.cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny/poly cement bags (minimum 25 nos. having capacity 50 kg ) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth/sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge. NB:-Volume of each earth/sand filled bags should not be less than 0.028 m3.Size of Nylon crate is 1metre X 1metre X 1metre. (b) Where boats are not necessary.
Materials delivered and stacked at site including loading-unloading & carriage. (i) 1st Class Bats.
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.
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
Earth work from borrow pits 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 25 cm. and rough dressing etc. complete as per profile.
Extra rate over Item Nos.1 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. i) 01(One) no. extra lead
Extra rate over Item Nos.1.01 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metr. i) 01(One) no. extra lift
First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials Cement PPC /PSC/OPC (33 Grade)
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 including cost and carriage of all materials complete. Cement PPC /PSC/OPC (33 Grade) (i) 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] Cement PPC /PSC/OPC (33 Grade) ii) With 1:4 cement mortar (b) 15 mm thick plaster
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m Cement PPC /PSC/OPC (33 Grade)
Taking out old existing unservicable damaged gate shutter of canal/river completely after disengaging from hoisting system completely for installation of new gate shutter. The work includes cutting of gates into suitable pieces by gas cutting, removing the same by mechanical means or suitable crane, stacking all the pieces at the suitable place or as directed by the Engineer in charge upto a lead of 1000 m. The cost includes cost of man power employed for dismantling and cost of consumables like oxygen, accetylene gas, welding rod, hire charges of machineries, like chain pulley block, gas set, grinding machine, welding set, tools & tackles, scaffolding and safety equipments etc including carriage loading & unloading. The cost of complete dismantling of hoisting system & cost of old unservisable materials handed over to departmental godown including loading & unloading will be provided extra. (a ) Gate shuteer size upto 4.00 sq.m
Fabrication , Supply, erection and commissioning of new Slide type vertical lift regulator service gates of Canal/River as per IS: 5620 - 2000/Latest Revision consisting of skin plate, vertical and horizantal grider, stiffener etc. made of MS material consisting of angle , channel, beam, plate, flat, etc. conforming to IS : 2062 -2011/latest revision manufactured as per approved drawing and direction including cost of Materials, Machinaries , Manpower, Cutting, Aligning, drilling, Welding, Finishing, Consumables, Carriages and all overheads with all leads and lifts complete as per pecification (without painting). (i) Width of Gate shuteer size upto 2 metre.
Fabrication , Supply, erection and commissioning of new Flap/Fall board shutter of Canal/River as per IS: 5620 - 2000/Latest Revision consisting of skin plate, vertical and horizantal grider, stiffener etc. made of MS material consisting of angle , channel, beam, plate, flat, etc. conforming to IS : 2062 -2011/latest revision manufactured as per approved drawing and direction including cost of Materials, Machinaries , Manpower, Cutting, Aligning, drilling, Welding, Finishing, Consumables, Carriages and all overheads with all leads and lifts complete as per specification (without painting). (i) Width of Gate shuteer size upto 4 metre
Cost for supplying and fitting fixing of Flat rubber seal (Make : Universal Moulders & Engineer/Popular Rubber Works (Pvt) Ltd/SAB Industries/Unique Polymer Works/equivelant approved make conforming to lS : 11855 -2011/Latest Revision) for different types of gate shutter as per direction of E.I.C. The cost includes cost of man power employed for fitting fixing, cost of rubber seal, hire charges of tools & tackles, scaffolding and safety equipments etc including carriage loading & unloading but excluding supply of ms clamp/ flat plate, bolts, nut sand washer. (h) 120 x 10 mm
Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and up7.5 cm. diameter. (Dia. to be measured at mid length).
Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. (a)Where boats are not necessary
Removing earth/sand filled polybags/gunnybags 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.
Taking out Jhaw / Eucalyptus piles from river bed or from elsewhere including carrying, stacking materials in the nearest stack yard.(a) Up to 17.5 cm. diameter
Taking out old bamboo pins from piling and stacking the same within 150 metre from the site of work. (a) Where boats are not necessary.
Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof.
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete s per manufacturer's specification and as per direction of the EIC. In Ground Floor: a) One Coat
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) a) Normal Acrylic Emulsion
Painting of embedded parts, all types of gates, stoplogs, and barscreen/gratings etc. on prepared surface with one coat of inorganic zinc silicate orimer (airless spray prefered) 70+/-5 micron and two super coats with a total thickness of 300 microns (each 150+/-5) of solventless coaltar Epoxi paint each coat 150 microns (total 300 microns) including cost of all materials, labour, scaffolding etc. complete with all leads and lifts
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading,carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
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