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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-Finance | ₹2.2 L | L1 | Accepted-Finance Satisfactory |
| 2 | L2₹2.2 LAccepted-Finance | ₹2.2 L | L2 | Accepted-Finance Satisfactory |
| 3 | L3₹2.2 LAccepted-Finance MATHABHANGA COOCH BEHAR | MATHABHANGA | COOCH BEHAR | WEST BENGAL | ₹2.2 L | L3 | Accepted-Finance Satisfactory |
Tender Value
₹2.2 L
EMD Value
₹5,000
Closing Date
18 Jul 2026, 6:00 pmClosed
Executive Engineer (Agri-Mech)
Pilkhana Road, Near Panchanan Barma University, Pin 736101
Maintenance of Water Transmission Arrangement at Bochagari Major RLI Scheme, Mathabhanga-I Dev Block, Coochbehar under Mathabhanga (Agri-Mech) Sub-Division under Coochbehar (Agri-Mech.) Division under Non-plan Maintennace Works
2026_WRDD_1031640_1
WRDD/EEAM/COB/eNIT-01/2026-27
Open Tender
Miscellaneous Works
Percentage
60 days
Mathabhanga
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
1 Aug 2026
11 Jul 2026
21 Jul 2026
11 Jul 2026
18 Jul 2026
11 Jul 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 | Earth work in excavation of field trenches as per designed section & allignment for laying of pipe lines (PVC, RCC, ACP etc) upto a depth of 1500 mm in all sorts of soils including removing spreading or stacking extra earth as directed. The item includes necessary trimming of sides trenches, levelling, dressing and ramming the bottom as required complete | 0.2 | m3 | 99.01 | ₹19.7 |
| 2 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (b) above 150 mm. thick. | - | m3 | 939 | - |
| 3 | Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. | - | m2 | 322 | - |
| 4 | 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. | - | m3 | 431.31 | - |
| 5 | 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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 0.8 | m2 | 328 | ₹262.4 |
| 6 | 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. | - | m3 | 4,069 | - |
| 7 | 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. (b) 15 mm thick plaster. | 0.2 | m2 | 157 | ₹31.24 |
| 8 | Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete. | 0.2 | m2 | 34 | ₹6.77 |
| 9 | Earth work in filling in trenches after laying pipelines (PVC, RCC, ACP etc) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering & ramming etc. Layer by Layer complete. (Payment will be made on the basis of measurement of finished quantity of work). | - | m3 | 66.01 | - |
| 10Labour charge for replacement of damage PVC. Pipe of any length in thePipe line of HDTW /MDTW /RLI with new piece/s of pipe after taking out thedamage pipe/s from the existing pipe line by cutting with hacksaw and joiningthe new pipe/s with the existing pipe line using necessary couplers afterroughening up surface with wire brush, emery paper and applying the solventcement (cost inclusive) to make the joint leakproof (pipe & couplers to besupplied departmentally) including transporting departmentally issued pipe/s,couplers etc. from Sub-Divisional Store to the Site all complete as per direction of Engineer-in-Charge. | |||||
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