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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-Finance | ₹4.2 L | L1 | Accepted-Finance Qualified |
| 2 | L2₹4.6 LRejected-Finance | ₹4.6 L | L2 | Rejected-Finance Disqualified |
| 3 | L3₹4.8 LRejected-Finance | ₹4.8 L | L3 | Rejected-Finance Disqualified |
| 4 | L4₹5.2 LRejected-Finance | ₹5.2 L | L4 | Rejected-Finance Disqualified |
| 5 | L5₹5.2 LRejected-Finance 163 SAYED ABDUL RAHAMAN ROAD KOLKATA 700082 | KOLKATA | WEST BENGAL | 700082 | ₹5.2 L | L5 | Rejected-Finance Disqualified |
Tender Value
₹5.3 L
EMD Value
₹10,584
Closing Date
24 Jan 2026, 1:30 pmClosed
Executive Engineer (WD and S)
Utility Building, 3rd floor, Action Area II, NKDA
Construction of temporary Drains for easy flow of waste water to facilitate Haj Operation 2026 on Emergency basis under NKDA.
2026_NKDA_988983_1
WBNKDA/12/EE(WD and S)/NKDA of 2025-26
Open Tender
CIVIL WORKS
10 days
Action Area II
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹10,584
9 Apr 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
24 Jan 2026
16 Jan 2026
Earth work in excavation of foundation Trenches 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 75 m as directed. The item includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom bailing out water etc. 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). (a) With earth obtained from excavation of foundation.
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size)excluding shuttering and reinforcement,if any, in ground flooras per relevant IS codes. a) Pakur Variety
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.
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in 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 1.5mm thick in wall, dado, window sill, floor etc. NOTE : Cement 0.152 cu.m per100 sq.m.
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/ Bitumen/ M-Seal etc) complete. A) UPVC Pipes: (ii) 110 mm. Dia.
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/ Bitumen/ M-Seal etc) complete. B) UPVC Fittings: c) Bend 87.5 degree ii) 110 mm. Dia.
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/ Bitumen/ M-Seal etc) complete. B) UPVC Fittings: a) Plain Tee ii) 110 mm. Dia
Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
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