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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-Finance | ₹4.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹4.7 LRejected-Finance | ₹4.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹4.7 LRejected-Finance | ₹4.7 L | L3 | Rejected-Finance L3 |
| 4 | L3₹4.7 LRejected-Finance 11 PRAMATHA CHOWDHURY SARANI KOLKATA 700053 WEST BENGAL INDIA | KOLKATA | WEST BENGAL | 700053 | ₹4.7 L | L3 | Rejected-Finance L3 |
| 5 | L4₹4.7 LRejected-Finance N A | ₹4.7 L | L4 | Rejected-Finance L4 |
Tender Value
₹4.7 L
EMD Value
₹9,471
Closing Date
9 Mar 2026, 11:00 amClosed
Assistant Engineer, BNWSD-II, VYBK
The Office of The Assistnt Engineer, Bidhannagar West Sub Division-II, Public Works Directorate, Government of West Bengal, Room No. 123, 1st Floor, Purta Bhavan, DF Block, Sector - I, Salt Lake, Kolkata - 700 091
R C C flooring work at bottom of Ramp No 30 within the compound of V Y B K during the year 2025 26
2026_WBPWD_1013790_5
NIeT-25/AE/BNWSD-II of 2025-2026
Open Tender
CIVIL WORKS
15 days
SALT LAKE
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,471
Yes
30 Jun 2026
24 Feb 2026
11 Mar 2026
24 Feb 2026
9 Mar 2026
24 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 | 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. | 1 | Cu. M. | - | - |
| 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. (a) upto 150 mm. thick. | - | Cu. M. | - | - |
| 3 | 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. | - | % Cu. M. | - | - |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | - | sq. M. | - | - |
| 5 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor. (A) [Pakur Variety].
(a) 1:3:6 proportion. | - | Cu. M. | - | - |
| 6 | Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer
with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In Ground Floor and Foundation. (ii) With approved concrete pump. | - | Cu. M. | - | - |
| 7 | 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, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m. (i) Tor steel/Mild Steel. I. SAIL/ TATA/RINL. | - | MT | - | - |
| 8 | 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) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. | - | sq. M. | - | - |
| 9 | (B) Filling in foundation or plinth by fine 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). | 1 | % Cu. M. | - | - |
| 10 | 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. | 1 | % Cu. M. | - | - |
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