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Tender Value
₹57.2 L
EMD Value
₹1.1 L
Closing Date
3 Sept 2026, 2:00 pm
SE/C-II/RB/KMDA
OFFICE OF THE SUPERINTENDING ENGINEER CIRCLE-II, R and B SECTOR, K.M.D.A. UNNAYAN BHAVAN, BLOCK -A, (7TH FLOOR) BIDHAN NAGAR, KOLKATA -700 091
Renovation of Road at WARD NO-01 within HOOGHLY CHINSURAH MUNICIPALITY, HOOGHLY DISTRICT. (List of 01 nos of road in Annexure-I)
2026_KMDA_5018675_2
44/SE/C-II/RB/KMDA/ W-28 (Part-VIII) of 2025-2026 (3rd Call) DATE 13/08/2026
Open Tender
CIVIL WORKS
Percentage
60 days
UNNAYAN BHAWAN
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.1 L
20 Aug 2026
20 Aug 2026
5 Sept 2026
20 Aug 2026
3 Sept 2026
20 Aug 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 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. Depth of excavation not exceeding 1,500 mm. | - | % Cum | - | - |
| 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) With earth obtained from excavation of foundation. | - | % Cum | - | - |
| 3 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835) | - | Cum | - | - |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | - | Sqm | - | - |
| 5 | 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. Pakur Variety | - | Cum | 1 | - |
| 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). [Excluding cost of chipping over concrete surface] With 1:4 cement mortar. 20 mm thick plaster | - | Sqm | 1 | - |
| 7 | Neat cement punning about 1.5mm thick in wall, dado, window
sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | - | Sqm | 1 | - |
| 8 | 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. | - | Sqm | - | - |
| 9 | 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. Pakur Variety. | - | Cum | - | - |
| 10 | 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) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. 25 mm to 30 mm shuttering without staging in foundation | - | Sqm | - | - |
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