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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC AT BENTYASOL PO ABRA DIST PURULIA W B | PURULIA | WEST BENGAL | ₹4.2 L | 1 | Accepted-AOC 1st |
| 2 | 2₹4.2 LRejected-AOC BALURGHAT DAKSHIN DINAJPUR | DINAJPUR DAKSHIN | WEST BENGAL | 733101 | ₹4.2 L | 2 | Rejected-AOC 2nd |
| 3 | 3₹4.2 LRejected-AOC | ₹4.2 L | 3 | Rejected-AOC 3rd |
Tender Value
₹4.2 L
EMD Value
₹8,500
Closing Date
5 Mar 2026, 2:00 pmClosed
Chairman, Balurghat Municipality
Sova Majumder Sarani, Balurghat, D/Dinajpur
Construction of M Drain from Ashotosh Mohanta to Nitai Mohanta, Road near Santu Das to Biman Das and Other Places in ward no 01
2026_MAD_1012533_1
MAD/ULB/BLGT/PW/24/25-26
Open Tender
CIVIL WORKS
60 days
Balurghat Municipality
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹8,500
Yes
8 Apr 2026
23 Feb 2026
9 Mar 2026
24 Feb 2026
5 Mar 2026
25 Feb 2026
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.
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. (a) upto 150 mm. thick
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.
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)
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
Cement concrete with graded stone ballast (40 mm size excluding shuttering) (a) 1:3:6 proportion
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. a) Pakur Variety
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
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, omplete as per drawing and direction. (JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL) (a) For works in foundation and upto roof of ground floor/upto 4 m
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) (f) 25 mm to 30 mm shuttering without staging in foundation
(c ) Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with Concrete grade as specified as per Table 1 of IS 15658 : 2006) manufactured from BIS licensee manufacturer, with spacer nib (Small protruding profiles on thevertical face of |a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 15658) and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CLNo.3.3 of IS: 15658) as per Table 2 of IS :15658 with flexural strength/breaking load as per Annexure G of IS:15658,on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP- 63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 of IRC SP – 63(2018) with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gap. 50 mm thick ii) coloured Decorative
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) 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.
Add GST @ 18%
Add cess @ 1%
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