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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.4 LAccepted-AOC ANANDA PALLY MALBAZAR DIST JALPAIGURI PIN 735221 | MALBAZAR | JALPAIGURI | WEST BENGAL | 735221 | ₹14.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.8 LRejected-Finance SHANTI NAGAR COLONY GAIRKATA ROAD DIST JALPAIGURI PIN 735212 | JALPAIGURI | JALPAIGURI | WEST BENGAL | 735212 | ₹14.8 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹16.1 LRejected-Finance | ₹16.1 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹16.5 LRejected-Finance 1356 2 64 H O GOPAL SARKAR MAHANANDA PARA CHANDRA PARK SILIGURI 734005 | SILIGURI | DARJEELING | WEST BENGAL | 734005 | ₹16.5 L | L4 | Rejected-Finance Rejected |
| 5 | L5₹16.5 LRejected-Finance | ₹16.5 L | L5 | Rejected-Finance Rejected |
Tender Value
₹18.9 L
EMD Value
₹37,834
Closing Date
20 Feb 2026, 3:00 pmClosed
Executive EngineerJalpaiguri Division
Purthabhaban, Hakimpara
Construction of Drainage System inside Hospital Residential Campus area at Mal SDH Jalpaiguri
2026_PWD_1000449_1
WB/PWD/EE/JPGD/eNIT30_2025_26
Open Tender
CIVIL WORKS
90 days
Malbazar
Please refer Tender documents.
3 documents required · 3 mandatory
₹37,834
Yes
18 May 2026
6 Feb 2026
23 Feb 2026
6 Feb 2026
20 Feb 2026
6 Feb 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. (a) Depth of excavation not exceeding 1,500 mm.
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof. (a) upto 150 mm. thick
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. (b) River bazree
Brick work with 1st class bricks in cement mortar (1:6) (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 (c) 15 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.
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. (ii) NB Variety River Bazree
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 II. Other than SAIL/ TATA/RINL
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 (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
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
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