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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 96 A KALYANI SIMANTA P O P S KALYANI NADIA PIN 741235 | KALYANI | NADIA | WEST BENGAL | 741235 | Accepted-Technical Technically Qualified |
| 2 | Accepted-Technical GHOSHPARA WARD NO 03 DAS PARA P O P S KALYANI DIST NADIA PIN 741235 | KALYANI | NADIA | WEST BENGAL | 741235 | Accepted-Technical Technically Qualified |
| 3 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 4 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 5 | Rejected-Technical | Rejected-Technical Technically Not Qualified |
Tender Value
₹5.7 L
EMD Value
₹11,358
Closing Date
22 Jun 2026, 3:00 pmClosed
The University Engineer, University of Kalyani
The University Engineer, Works Department, University of Kalyani, Kalyani - 741235, Nadia, West Bengal
ESTIMATE FOR PROPOSED TOILET AND ROAD IN R.S HOSTEL PREMISES UNDER K.U
2026_UOK_1027665_1
WD/2026-27/3T-1/250
Open Tender
CIVIL WORKS
Percentage
75 days
UNIVERSITY OF KALYANI
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹11,358
Yes
24 Jul 2026
11 Jun 2026
24 Jun 2026
11 Jun 2026
22 Jun 2026
11 Jun 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 | ESTIMATE FOR PROPOSED TOILET & ROAD IN R.S HOSTEL PREMISES UNDER K.U | - | - | - | - |
| 2 | Earth work in excavation of foundation trenches or drains, in all sort (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm. | 11.34 | %m3 | 11,927 | ₹1,35,216.4 |
| 3 | 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 found | 3.08 | %m3 | 7,754 | ₹23,843.55 |
| 4 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by cost of supply of sand. (payment to be made on measurement of finished quantity) | 1.59 | %m3 | 93,621 | ₹1,48,951.01 |
| 5 | 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. | 13.59 | m2 | 24 | ₹326.11 |
| 6 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.
(a) 1:3:6 proportion | 1.74 | m3 | 4,632.42 | ₹8,060.41 |
| 7 | 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 | 5.08 | m3 | 5,704.21 | ₹28,977.39 |
| 8 | Supplying gravels and Labour Cost at site.
Gravels Size=53mm to22.40mm(Grade-II) | 1.73 | m3 | 1,583.9 | ₹2,736.98 |
| 9 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood , beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work | 45.71 | m2 | 369 | ₹16,868.47 |
| 10 | 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.
II. Other than JSW/JSPL/SHYAM/SRMB.../SSL | 0.72 | M.T | 53,000.37 | ₹38,001.27 |
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