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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-Finance | ₹3.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹3.0 LRejected-Finance | ₹3.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹3.0 LRejected-Finance | ₹3.0 L | L3 | Rejected-Finance L3 |
| 4 | L4₹3.0 LRejected-Finance | ₹3.0 L | L4 | Rejected-Finance L4 |
| 5 | L4₹3.0 LRejected-Finance | ₹3.0 L | L4 | Rejected-Finance L4 |
Tender Value
₹3.0 L
EMD Value
₹5,958
Closing Date
10 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
Provision for New Platform near Pump Room at Vivekananda Yuba Bharati Krirangan Salt Lake during the year 2025 26
2026_WBPWD_1014473_2
NIeT-26/AE/BNWSD-II of 2025-2026
Open Tender
CIVIL WORKS
15 days
Salt Lake
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,958
Yes
29 Jun 2026
25 Feb 2026
12 Mar 2026
25 Feb 2026
10 Mar 2026
25 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 | 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. | - | - |
| 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. | 1 | Cu. M. | - | - |
| 3 | Brick work with 1st class bricks in cement mortar (1:6). (b) In superstructure, ground floor. | - | Cu. M. | - | - |
| 4 | (A) 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. (payment to be made on measurement of finished quantity) | 1 | % Cu. M. | - | - |
| 5 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking
out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75
kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement.
(iii) 35 mm. thick. | 1 | Cu. M. | - | - |
| 6 | Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5. (a) 25 mm thick interlocking designer concrete paver block M-35 grade for light-traffic zone, commercial & office complex,tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base ,sub-base course & subgrade preparation.) (ii) Coloured Decorative. | - | sq. M. | - | - |
| 7 | Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. iii) 5 mm thick clear glass. | - | sq. M. | - | - |
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