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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC DENAN AMAHANDA KOLAGHAT PURBA MIDNAPORE | KOLAGHAT | PURBA MIDNAPORE | WEST BENGAL | ₹10.7 L | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹10.9 LRejected-Finance VILL P O DHALHARA P S TAMLUK DIST PURBA MEDINIPUR | PURBA MEDINIPUR | ₹10.9 L | L2 | Rejected-Finance 2nd Lowest |
| 3 | L2₹10.9 LRejected-Finance MOYNA CONSTITUENCY | ₹10.9 L | L2 | Rejected-Finance 2nd Lowest |
Tender Value
₹10.7 L
EMD Value
₹21,493
Closing Date
8 Jun 2026, 5:30 pmClosed
Executive Engineer, EMD
Office of the Executive Engineer East Midnapore Division Abasbari, Pairatungi,Tamluk,Purba Medinipur 721636
Repair and maintenance of boundary wall of office complex of Denan Irrigation Section Office at Mouza Denan, Block and PS-Kolaghat, District Purba Medinipur 3rd Call
2026_IWD_1025125_1
WBIW/EE/EMD/NIT01(e)/2026-27
Open Tender
CIVIL WORKS
120 days
Denan, Kolaghat
Please refer Tender Documents
7 documents required · 7 mandatory
₹21,493
Yes
22 Jun 2026
22 May 2026
9 Jun 2026
22 May 2026
8 Jun 2026
22 May 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 | Brick work with 1st class bricks in cement mortar (1:4)
(b) In superstructure, ground floor | 1 | Cum | 6,699.31 | ₹6,692.61 |
| 2 | 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 | - | Cum | 6,120.23 | - |
| 3 | 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.
(i) Pakur Variety | - | Cum | 6,715.78 | - |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | - | Sqm | 414.75 | - |
| 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 | - | Sqm | 386.14 | - |
| 6 | 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).
ii) With 1:4 cement mortar
(b) 15 mm thick plaster | - | Sqm | 180.24 | - |
| 7 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.
In Ground Floor:
(a) One Coat
Ground floor | - | %Sqm | 3,742.25 | - |
| 8 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly(plastered or concrete surface) as per manufacturer's specification.
In Ground floor:
(iii) Two coats. | - | Sqm | 58.4 | - |
| 9 | 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. | 1 | %Cum | 14,214.6 | ₹14,200.39 |
| 10 | Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) b) (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth. | - | %Cum | 45,266.95 | - |
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