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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC BASIRHAT SIKARI BAGAN SARDARATI ROAD P O BHABLA P S BASIRHAT DIST NORTH 24 PARGANAS PIN 743422 | BASIRHAT | NORTH 24 PARGANAS | WEST BENGAL | 743422 | ₹6.8 L | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹7.4 LRejected-AOC NUTAN BAZAR PO PS BASIRHAT NORTH 24 PARGANAS PIN 743411 | 24 PARAGANAS NORTH | WEST BENGAL | 743411 | ₹7.4 L | L2 | Rejected-AOC 2nd Lowest |
| 3 | L3₹7.4 LRejected-AOC | ₹7.4 L | L3 | Rejected-AOC 3rd Lowest |
Tender Value
₹7.4 L
EMD Value
₹14,705
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
Restoration of Kalibari Sluice at R B of River Metia at Mouza Mohanpur, G.P- Mohanpur, Block - Minakhan of Haroa Irrigation Sub-division under Basirhat Irrigation Division, Dist. North 24 Parganas.
2026_IWD_1000187_71
e NIT No. -WBIW/EE/BID/e-NIT- 29 of 2025-26
Open Tender
CIVIL WORKS
45 days
Mouza-Mohanpur
Please refer Tender documents.
5 documents required · 5 mandatory
₹14,705
30 Mar 2026
10 Feb 2026
25 Feb 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
Taking out old existing unserviceable 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 machinaries, 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 unserviceable materials handed over to Departmental godown including loading & unloading will be provided extra .
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 specification (without painting). i) Width of Gate shutter 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 consisiting of skin plate , vertical 7 horizontal girder , Stiffner etc made of Ms materials consisting of angle channel, beam,plate flat etc conforming to IS : 2062 -2011/ latest Revision manufactured as per approval of drawing and direction including cost of materials,machineries,manpower, cutting, Alinging, drilling, welding, Finishing, ConsumeablesCarriages and all overheads with all leads and lifts complete as per specification (Without painting) (i)Width of gate Shutter Size upto 4.0 Metre
Supplying, fitting & fixing of screw rod having square thread of 1.5/2 T.P.I, Material bright steel [EN‐8/EN9/forged Cl‐4 (45C8) as per IS :1875 1992/latest Revision]. dia and thread length as required and providing with a drilled hole of required dia on the other end after flattened and supplying with one no. bolt and nut of required size and all other components as required as per direction of Engineer‐In ‐ Charge. The cost includes cost of material, man power employed, consumables like cutting tools, emery paper, cloths, , hire charges of machineries, tools & tackles, grease, mobil etc including carriage loading & unloading as per direction of Engineer in charge. b) upto length above 3 metre upto 5 metre.
Supply, installation, testing and commisioning of following items for hoisting system and gear box as mentioned below as per direction including cost of Materials, Machinaries, Manpower, Cutting, Machining, Aligning, Anchoring, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification (without painting) (xvi) Bush (GM)
Supplying, fifling & fixing of M.S fabricated pedestal stool of suitable size, consisting of bottom plate, top plate, four nos legs etc febricated with suitable sizes m.s plate, m.s angle conforming to I.S 2062 of latest revision and as per approved drawing & direction of Engineer in charge. The cost includes cost of materials, man power employed for dismantling and fitting fixing, civil works consumables like cutting tools, gas, oxygen, welding rod, anchor bolt of required size, hire charges of machineries, like gas cutting set, welding set, tools & tackles etc including carriage loading & unloading.
Supplying, fitting and fixing of Mild Steel Guide Channel with necessary Mild Steel lugs of required length and size by making hole into wall and fixing with necessary masonry work with maintaining proper line and level as directed by the Engineer-incharge. This item includes two coats of anti-corrossive bituminous paint over two coats of red lead primer. Payment will be made on actual length of Guide Channel.
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 1500 mm.
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)
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.
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. (a) In 1:4 proportion. Cement used - 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. (i) Pakur Variety Cement PPC/PSC/OPC 33
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure 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 1 mm 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.
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]. With 1:4 cement mortar (i) 20 mm thick plaster. Cement used - PPC/PSC/OPC(33 Grade)
Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in- charge.
Applying Exterior grade Acrylic primer of approved quality and brandon plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly,complete as per manufacturer's specification and as per direction of the EIC. Ground Floor
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
Supplying, fifling & fixing of C.I wheel in the screw hoisting system for lifting or lowering the draw shutter.The wheel consisting of suitable size hub to accomodate any size of G.M/C.I nut, rim dia 32mm and four nos arm made of minor dia 30mm. & major dia 36mm rod complete or as per approved drawing & direction of the Engineer-in-charge.The cost includes cost of materials, man power employed for dismantling and fitting fixing, consumables like cutting tools, welding rod, hire charges of machineries, like lathe machine, grinding machine, tools & tackles etc including carriage loading & unloading. (a) Upto 60 cm. dia. Cast Iron wheel
Earthwork 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.1.01 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 metre i) 01 ( One ) No. Exrtra Lift
Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 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.
Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.)
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. (capacity 50 kg).
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
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.
Taking out bamboo wailing pieces after removing iron nails and stacking the same within 150 metre from the site of work. (a) Where boats are not necessary.
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.
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