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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 LAdmitted-Finance | -0.26% | ₹1.2 L | L1 | Admitted-Finance |
| 2 | L2₹1.3 LAdmitted-Finance 21 KBM CHAKDAH P O P S CHAKDAH DIST NADIA PIN 741222 | CHAKDAH | NADIA | WEST BENGAL | 741222 | +2.95% | ₹1.3 L | L2 | Admitted-Finance |
| 3 | L3₹1.3 LAdmitted-Finance | +3.90% | ₹1.3 L | L3 | Admitted-Finance |
Tender Value
₹1.2 L
EMD Value
₹2,500
Closing Date
7 Mar 2026, 1:00 pmClosed
Executive Engineer (JAI HIND JAL PRAKALPA)
Office of the Executive Engineer (JAI HIND JAL PRAKALPA), Kolkata Municipal Corporation Kolkata -700105
RESTORATION OF LEAK ON 1400 MM DIA TRANSMISSION MAIN BESIDE SLUDGE SUMP-1 AT JAI HIND JAL PRAKALPA.
2026_KMC_1009464_1
KMC/WS/JHJP/61/2025-2026
Open Tender
MECHANICAL
7 days
Jai Hind Jal Prakalpa
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹2,500
6 Jun 2026
21 Feb 2026
9 Mar 2026
21 Feb 2026
7 Mar 2026
21 Feb 2026
Clearing compound premises of shurbs, plants, jungles etc. by cutting andremoving as directed (Specific permission of Engineer in- Charge prior to execution will be necessary). (Payment to be made on area cleared)
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.
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 1,500 mm.
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 upto3,000 mm. but not requiring shoring
Hire and labour charges for shoring work(including necessary close plank walling, framing,Eucalyptus/Jhou bulla piling, strutting etc)complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(a) Depth upto 1.5 m.
Hire and labour charges for shoring work(including necessary close plank walling, framing,Eucalyptus/Jhou bulla piling, strutting etc)complete as perdirection of the Engineer-in charge for foundation excavation (verticalsurface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(b) For additional depth beyond 1.5 m. and upto 3.00 m
Hire charges of lighting generator of capacity 5KVA including fuel, mobil, operator, carriage etc. including all complete for water supply works. For minimum engagement of 8 hrs.In a day
Hire charges for Supply and Fixing of metal halide flood light fittings for 400Watt metal halide lamp /200 Watt LED FLOOD light fittings with all accessories as required and wiring with proper size PVC wire including mains, sub main, switches ETC AND maintaining the same for: 1st night
M.S PLATE AS PER IS : 2062 -2011/LATEST REVISION, MAKE : SAIL/ TATA/JINDAL B) ABOVE 2 MM UPTO 10 MM THICKNESS
Gas cutting of M.S. pipes and/or M.S. plates of different thickness all complete as per specification and direction of the Engineer-in- Charge. Thikness in mm 5mm to 8mm thick plate
Field welding of M.S. plate by means of electric arc welding as per relevent IS specification using standard electrodes including edge preparation and charges of deployment of electric generator set with fuel, lubricant, and allother tools and plants all complete as per specification and direction of Engineer-in-Charge.[Engineer-in-Charge shall approve the electrodes for arc welding before use ] Throat thickness in mm 10mm
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
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] i) With 1:6 cement mortar (b) 20 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.
Dewatering by pumps including all leads, lifts and making all arrangements of disposal. where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage. breakage and making wet connections. [Note ;- In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor]
Estimated amount
Add: 18%GST
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