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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical | Rejected-Technical Not Ok |
| 2 | Rejected-Technical ARABINDANAGAR ALIPURDUAR | ALIPURDUAR | ALIPURDUAR | WEST BENGAL | Rejected-Technical Not Ok |
| 3 | Rejected-Technical SUKANTA SARANI DURGABARI WARD NO 5 P O DIST COOCH BEHAR PIN 736101 | COOCH BEHAR | COOCH BEHAR | WEST BENGAL | 736101 | Rejected-Technical Not Ok |
Tender Value
₹69.4 L
EMD Value
₹1.4 L
Closing Date
21 Feb 2026, 3:00 pmClosed
Executive Officer, Cooch Behar Municipality
OFFICE OF THE COUNCILLORS COOCH BEHAR MUNICIPALITY M.J.N. ROAD, COOCH BEHAR
Water Body Rejuvenation of Kalabagan Charak Dighi at Ward No 03 within Cooch Behar Municipality Under AMRUT 2.0
2026_MAD_999747_1
COOCH BEHAR/PWD/ 23 / 2025-26 (2nd Call) Dt. 05-02-2026
Open Tender
CIVIL WORKS
Percentage
150 days
Cooch Behar Municipal area
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.4 L
Yes
23 Aug 2026
5 Feb 2026
23 Feb 2026
5 Feb 2026
21 Feb 2026
5 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Internal WalkWay, Drain, Hedg - 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. | 163.9 | Cum | 119.27 | ₹19,548.35 |
| 2 | 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 | 32.78 | Cum | 77.54 | ₹2,541.76 |
| 3 | 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. | 234.5 | Sqm. | 24 | ₹5,628 |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 159.9 | Sqm. | 322 | ₹51,487.8 |
| 5 | (I) Cement concrete with graded stone ballast (40mm size excluding shuttering ) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion | - | Cum | 3,574.05 | - |
| 6 | 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 | 1 | Sqm. | 205 | ₹204.8 |
| 7 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth | 34.03 | Cum | 4,849.48 | ₹1,65,035.22 |
| 8 | 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) (i) With 1:6 cement mortar (b) 20 mm thick plaster | 266.5 | Sqm. | 157.62 | ₹42,005.73 |
| 9 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | 266.5 | Sqm. | 32.71 | ₹8,717.22 |
| 10 | Providing and fixing at or near ground level precast cement concrete in kerbs (size: 450mm x350mm x width150mm at bottom with bevelled nosing at top) of cement concreat M20 Grade without reinforcement,fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in-Charge including filling of joints with10mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for at least 3 days including cost and carriage of all materials complete. | 250 | Mtr. | 626 | ₹1,56,500 |
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