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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Finance IRA NAGAR PANIHATI KOLKATA 700110 | PANIHATI | NORTH 24 PARGANAS | WEST BENGAL | 700110 | ₹1.3 L | L1 | Admitted-Finance |
| 2 | L2₹1.3 LAdmitted-Finance 150 276 K K RAM DAS ROAD NIMTA KOLKATA 700049 | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700049 | ₹1.3 L | L2 | Admitted-Finance |
| 3 | L3₹1.3 LAdmitted-Finance | ₹1.3 L | L3 | Admitted-Finance |
| 4 | L4₹1.3 LAdmitted-Finance | ₹1.3 L | L4 | Admitted-Finance |
| 5 | L5₹1.3 LAdmitted-Finance | ₹1.3 L | L5 | Admitted-Finance |
Tender Value
₹1.3 L
EMD Value
₹2,525
Closing Date
21 Jan 2026, 1:45 pmClosed
Executive Engineer, BARANAGAR DIVISION, WS , KMDA
OFFICE OF THE EXECUTIVE ENGINEER, BARANAGAR DIVISION, W and S SECTOR, KMDA., 1, R.N. TAGORE ROAD, KOLKATA- 700076
Repair of 1 no leakage of 1200mm dia MS Raw water rising main at Ariadaha, ward no-10 within Kamarhati Municipal area.
2025_KMDA_981276_1
17/EE/BD/W and S/KMDA of 2025-26 Dated- 29.12.2025
Open Tender
CIVIL WORKS
2 days
Kamarhati Municipal area.
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹2,525
23 Feb 2026
5 Jan 2026
27 Jan 2026
5 Jan 2026
21 Jan 2026
5 Jan 2026
Hire and labour charges for 75 mm dia bamboo railing of Jhau/Eucalyptus or other approved timber\bamboo posts 1.4 m above G.L and 0.60 m below G.L including tying strongly with coir ropes and boring holes for posts in any soil/ concrete surface/Bituminious surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer in charge after removing the barricade.(Cost of restoration would be paid seperately).
a) 75mm. dia bamboo railing & 125mm. Dia Jhau/Eucalyptus/other approved timber posts @ 1.60m apart
(i) Railing with 3 rows
Cutting & picking up existing metalled black top portion of road surface to an average depth of 300 mm by using Jack hammer with all necessary tool and plant including reening the erviceable materials & stacking within a lead of 75 mtr. all complete as per direction of the Engineer-in- Charge.
Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand/stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed.The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete.
a) Depth of excavation not exceeding 1500mm.
b) Beyond 1.50 m to 3.0 m below G.L
Hire and labour charges for shoring works in foundation/pipeline trenches or drains including necessary close plank walling, framing, sal bullah pilling, strutting etc of adequate sizes all complete as per direction of the Engineer-in-charge (vertical surface of contact area with supported earth is to be measured).
(a) Depth upto 1.50 Metre.
(b) Depth beyond 1.50 Metre up to 3.0 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]
Hire & labour charges for diesel generating set for lighting including fuel, 300M wire, 11 points with 200 Watt bulb with post for hanging & maintaining the same for day & night for the period.
Supply of Steel Plate as per IS specification.
(a) 10 mm Thick Plate.
Fabricating M.S. Specials of different diameter in shop out of 8 mm to 12 mm thick M.S plates supplied departmentally, cutting the plates to exact size & shape by gas cutting device and/or by adopting any other approved type of mechanical means, bending the same in true curvature by template and rolling machine of approved design including proper marking, levelling joints followed by electric arc welding - longitudinal and circumferential, as necessary, using standard electrodes as per I.S. specification including edge preparation, preparation, electricity electricity charges charges and hydraulic hydraulic testing testing of the fabricated fabricated piece all complete as per specification and direction of the Engineer-inCharge. [ The Engineer-in-Charge shall approve the electrodes for are welding before use. Fabrication of M.S. flange to form M.S Flanged Tail Piece shall not be considered as M.S. special ]
Lowering M.S pipes & specials in trench up to a depth of 3.00 metre below G.L, laying and jointing the same inside the trench / over ground by means of electric arc welding using standard electrodes as per I.S. specification, all complete as per direction of the Engineer-in-Charge.
Diameter in mm 1200 mm
Earth work in filling in trenches and pits with good earth obtained from excavation of trenches and pits including consolidation by watering and ramming in layers not exceeding 150 mm etc. complete as per instruction (payment to be made on the basis of finished quantity)
(a) With earth obtained from excavation of foundation.
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
By fine sand
Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.
Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction
Soling or dry pavement with one brick-on-edge on a layer of brick flat (thicknass 125 mm. plus 75 mm.)
Added GST @ 18 %
Added Cess @ 1%
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