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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.7 LAccepted-Finance VILL JAMBURBASAN P O NANDAKUMAR DIST PURBA MEDINIPUR PIN 721632 | NANDAKUMAR | PURBA MEDINIPUR | WEST BENGAL | 721632 | ₹41.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹42.2 LRejected-Finance | ₹42.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹42.4 LRejected-Finance VILL ATHILAGORI P O CONTAI P S CONTAI DIST PURBA MEDINIPUR PIN 721401 | CONTAI | PURBA MEDINIPUR | WEST BENGAL | 721401 | ₹42.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹42.6 LRejected-Finance KESHABDIHI P S JHARGRAM DIST JHARGRAM WEST BENGAL PIN 721507 | JHARGRAM | JHARGRAM | WEST BENGAL | 721507 | ₹42.6 L | L4 | Rejected-Finance L4 |
Tender Value
₹41.7 L
EMD Value
₹83,475
Closing Date
14 Feb 2026, 5:00 pmClosed
EXECUTIVE ENGINEER, KAKDWIP IRRIGATION DIVISION
Irrigation Waterways Directorate Office of the Executive Engineer Kakdwip Irrigation Division Postal address Kakdwip, South 24 Parganas
M/R to Bamkimnagar Sluice at mouza - Bankimnagar facing Muriganga river under Sagar (I) Sub-Division of Kakdwip (I) Division
2026_IWD_995971_32
WBIW/EE/KIDIVISION/e-NIT- 17 (e)/2025-26
Open Tender
CIVIL WORKS
90 days
SAGAR
Please refer Tender documents.
4 documents required · 4 mandatory
₹83,475
Yes
12 Mar 2026
31 Jan 2026
16 Feb 2026
31 Jan 2026
14 Feb 2026
31 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. (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
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.
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (b) above 150 mm. thick
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.
Supply of AU16 U-Type Hot Rolled Sheet Piles with Larssen interlocks with 750 mm width, Flange thickness 11.5 mm and Web thickness 9.3 mm (750 x 411 x 11.5/9.3), having min Yield strength 430 MPa, Weight per sqm 115 kg/sqm from Ex-Dhulagarh yard including loading, unloading, carriage and GST complete as per direction of the Engineer-in-charge.
Drilling holes of requisite diameter in R.S. joists channels, tees. Plates etc. (b) (I) Dia.above 12mm and depth upto 10 mm
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.
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
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
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
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel / Mild Steel I. JSW / JSPL / Shyam / SRMB
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD (E) 900 mm dia.
Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, ground floor
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 (a) 20 mm thick plaster
Neat cement punning about 1.5 mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (ii) 15 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) 15 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, dressing and stacking at site bamboo pins above 5 cm. dia. and upto 7.5 cm. dia.(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 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 willnot beaccepted ) , andstacking withina 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.
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including 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 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, C) Beyond 4.00 km and upto 5.00 km
Taking out bullah wailing pieces after removing nuts, bolts and iron nails and stacking the same within 150 metre from the site of work including sorting out and stacking serviceable meterials.
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. diamete
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.
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.
Making filter with well graded 40 mm. down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm. depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer-in-Charge (measurements will be on finished work /in stack after deducting necessary void). (b) 1st. class Brick Ballast.
Providing and Laying pre-cast brick block pitching of required size (53 cmx53cmx25cm or as directed by the Engineer-in-Charge) with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 mm thick cement plaster, curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not excedding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. the gap between adjacent blocks will not be more than 10 mm. (Sand, cement mortar for making blocks , pointing & plastering -1:4)
Supplying fitting and fixing at site Cast iron flap shutter for hume pipe sluice with cast iron coller and other fittings etc. complete ( As per drawing and direction of Engineer - in - Charge) including casting the same. necessary drilling etc with carriage to site complete. The cost includes cost of Materials, Machineries, Manpower, Cutting, Aligning, drilling, Welding, Finishing, Consumbles, carriage and all overheads with all leads and lifts complete as per specification (Without painting)
Lowering flap shutter from channel after feeding operation, as per direction of the Engineer-in-charge.
Fabrication , Supply, erection and commissioning of new Slide type vertical lift regulator service gates of Distributtories / Branch Canal / Minor Canal / Channel as per IS : 5620 - 2000 / Latest Revision consisting of skin plate, vertical and horizontal girder, 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 of Engineer - in - charge. The cost includes cost of Materials, Machinaries, manpower, cutting Aligning, drilling, Welding, Finishing, Consumables, Carriage and overheads with all leads and lifts complete as per specification (without painting).
Erection and commissioning of embeded parts consisting of seal beam, Guide channel with all accessories for vertical gate of canal/river 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, Anchoring, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification (without painting). Remarks: Cost for civil works to be taken from PWD (R) directorate seperatly
Supplying fitting and fixing screw rod having square thread of 1.5 / 2 T.P.I. Material bright steel [EN 8 / EN 9 / Forgrd CL 4 45 C8 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 Materials, Machineries, Manpower, Cutting, Aligning, drilling, Welding, Finishing, Consumbles like cutting tools, emari paper, cloths, hire charges of machineries tools and tackles, greeze, mobil etc. including carriage, loading, unloading as per direction of Engineer in Charge. a) Upto length 3 metre.
Supplying fitting and fixing M/S fabricated wheel in the screw hoisting system of lifting and lowering the draw shutter. The wheel consisting of suitable size ms hub to accomodate any size of G.M/C.I nut. The rim dia 32 mm and four nos arm of wheel are made of minor dia 30 mm. & major dia 36mm. dia rod complete as per approved drawing & direction of the Engineer-in-charge. The cost includes cost of materials, man power employed for dismantling and fitting fixing consumbles like cutting tools, welding rod hire charges of machineries like bending machine, lathe machinegrinding machine, welding set tools & tackles etc. including carriage loading and unloading (a) Upto 60 cm. dia. Cast Iron wheel.
Supplying, fifling & fixing Gun Metal Nut as per requirement having 1.5/2 T.P.I square thread for screw gearing arrangement, perfectly metting with the screw rod/gear rod for lifting the draw shutter as per direction of E.I.C. The cost includes cost of materials, man power employed, consumables like cutting tools, emery paper, cloths, , hire charges of machineries, tools & tackles etc including carriage loading & unloading.
Supplying fitting and fixing M/S fabricated pedestal stool of suitable size consisting of bottom plate, top plate, four nos. legs etc.fabricated with suitable sizes m.s. plate, m.s. angle conforming to IS 2062 of latest revision as per approved drawing and direction of Engineer in charge. The cost includes cost of materials, man power employed dismantling and fitting fixing civil works consumbles like cutting tools, gas, oxygen, welding rod anchor bolt of required size hire charges of machineries like gas cutting set, welding set, tools and tackles etc. including carriage loading and unloading
Cost for supplying and fifling fixing of Flat rubber seal (Make : Universal Moulders & Engineer/Popular Rubber Works (Pvt) Ltd/ S B 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, nuts and washer. a) 65mm x 6 mm.
Painting with ready mixed Black Japan of approved make and brand including smoothening surface. b) Two coats.
Sypplying of M.S bolt with nut for clamping Rubber seal as per direction of EIC
.Oiling, cleaning & greasing the gate parts i.e guide channel, top runner, pedestal block, gear rods, wheel, fish plate etc. with suffi cient lubricant as and when required for the regulator gates of distributories / branch canal/ minor canal/channel as per direction of the Engineer-in-charge including cost of all materials to site complete with all lead & lift.
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